VULCRAFT Steel Roof Deck Design Guide Supplement 1

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VULCRAFT Steel Roof Deck Design Guide Supplement 1 - Diaphragm Tables with Pneutek Fasteners VULCRAFT STEEL ROOF DECK DESIGN GUIDE Supplement 1 Diaphragm Tables with Pneutek Fasteners

Transcript of VULCRAFT Steel Roof Deck Design Guide Supplement 1

Page 1: VULCRAFT Steel Roof Deck Design Guide Supplement 1

VULCRAFT Steel RoofDeck Design Guide

Supplement 1 - Diaphragm Tables with Pneutek Fasteners

VULCRAFT STEEL ROOF DECK DESIGN GUIDESupplement 1 Diaphragm Tables with Pneutek Fasteners

Page 2: VULCRAFT Steel Roof Deck Design Guide Supplement 1

Pneutek Fasteners

SUPPLEMENT 1This supplement includes Allowable Diaphragm Shear Strength and Stiffness Tables for deck panels utilizing the PunchLok II system and Pnuetek Fasteners.

Pneutek FastenersPneutek SDK61075, SDK63075, K64062, K64075, K66062, and K66075 fasteners all have ½ inch diameter heads and must be driven with the Pneutek Air/Safe fastening system to ensure tight contact between the fastener head and attached deck.Pneutek SDK61075 fasteners may be used where substrate thickness is equal to or greater than 0.113" and less than or equal to 0.155".Pneutek SDK63075 fasteners may be used where substrate thickness is equal to or greater than 0.155" and less than or equal to 0.250".Pneutek K64062 and K64075 fasteners may be used where substrate thickness is equal to orgreater than 0.187" and less than or equal to 0.312".Pneutek K66062 and K66075 fasteners may be used where substrate thickness is equal to or greater than 0.281".Pneutek fasteners are to be installed per manufacturer guidelines. Contact Pneutek for additional information.

Pneutek K64 Fastener

Page 3: VULCRAFT Steel Roof Deck Design Guide Supplement 1

www.vulcraft.com VULCRAFT VPS1 1

Table Footnotes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

1.5PLB™ Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3Section Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

Diaphragm Tables

1.5PLB with Pneutek SDK61 . . . . . . . . . . . . . . . . . . . . 4

1.5PLB with Pneutek SDK63 . . . . . . . . . . . . . . . . . . . 20

1.5PLB with Pneutek K64 . . . . . . . . . . . . . . . . . . . . . . 36

1.5PLB with Pneutek K66 . . . . . . . . . . . . . . . . . . . . . . 52

3.0PLN™ Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69Section Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69

Diaphragm Tables

3.0PLN with Pneutek SDK61 . . . . . . . . . . . . . . . . . . . 70

3.0PLN with Pneutek SDK63 . . . . . . . . . . . . . . . . . . . 78

3.0PLN with Pneutek K64 . . . . . . . . . . . . . . . . . . . . . . 86

3.0PLN with Pneutek K66 . . . . . . . . . . . . . . . . . . . . . . 94

SUPP

LEM

ENT

1 C

ON

TEN

TS

Page 4: VULCRAFT Steel Roof Deck Design Guide Supplement 1

TAB

LE F

OO

TNO

TES

2 VPS1 VULCRAFT www.vulcraft.com

TABLE FOOTNOTESFootnotes for Allowable Diaphragm Shear Strength and Stiffness Tables1. Refer to the section in the VULCRAFT Steel Roof Deck Design Guide entitled Fastener Requirements at Parallel

Collectors on page 12 and Step 5 of the Design Example to determine the required number of fasteners at parallel collectors.

2. For general design of multi-span deck the Diaphragm Stiffness tables are based on a three span condition. To calculate diaphragm stiffness for other span conditions, refer to the section in the VULCRAFT Steel Roof Deck Design Guide entitled Diaphragm Stiffness on page 10.

3. VSC2 = Vulcraft Sidelap Connection 2. A VSC2 is the sidelap connection made by the PunchLok II Tool.Sidelap connections are not required at support locations.

4. K66 = Pneutek K66062 or K66075 fastenerK64 = Pneutek K64062 or K64075 fastenerSDK63 = Pneutek SDK63075 fastenerSDK61 = Pneutek SDK61075 fastener

5. Interpolation of diaphragm shear strength between adjacent span lengths is permissible. For interpolation of diaphragm stiffness between adjacent span lengths, use the stiffness for the closest adjacent span length.

6. The allowable diaphragm shear values in the tables are ASD values. Factors of safety are based on AISI S100 Table D5 (see below). The gray shaded values in the table indicate where panel buckling is the limit state rather than the connections. To convert from ASD to LRFD or LSD for each connection type, the published allowable diaphragm shear strength may be multiplied by the applicable conversion factor, C = Ωd • ϕd

7. For support fastener, Allowable Shear Strength see Table 1 and Allowable Tension Strength see Table 2 of Vulcraft Steel Roof Deck Design Guide.

AISI S100 Table D5: Safety Factors and Resistance Factors for Diaphragms

Load Type or Combinations Including

ConnectionType

Limit StateConnection Related Panel Bucklinga

Ωd ϕd ϕd Ωd ϕd ϕd(ASD) (LRFD) (LSD) (ASD) (LRFD) (LSD)

EarthquakeWelds 3.00 0.55 0.50

2.00 0.80 0.75

Screwsb,c 2.50 0.65 0.60

WindWelds

2.35 0.70 0.65Screwsb,c

All OthersWelds 2.65 0.60 0.55

Screwsb,c 2.50 0.65 0.60a. Panel buckling is considered out-of-plane buckling and not local buckling at fasteners.b. For mechanical fasteners other than screws, Ωd shall not be less than the Table D5 values for screws.c. For mechanical fasteners other than screws, ϕd shall not be greater than the Table D5 values for screws.

Page 5: VULCRAFT Steel Roof Deck Design Guide Supplement 1

1.5PLB™ D

ECK

www.vulcraft.com VULCRAFT VPS1 3

Approximate Dimensions

Deck Weight and Section Properties

Attachment Patterns to Supports

DeckType

Design Thickness

(in.)

Weight(psf)

I x

(in4/ft)Idn

(in4/ft)Idi

(in4/ft)Idm

(in4/ft)Spos

(in3/ft)Sneg

(in3/ft)Va

(lb/ft)

1.5PLB22 0.0295 1.78 0.178 0.152 0.173 0.175 0.167 0.177 2825

1.5PLB20 0.0358 2.14 0.216 0.193 0.216 0.216 0.218 0.227 3409

1.5PLB19 0.0418 2.49 0.252 0.233 0.252 0.252 0.259 0.275 3958

1.5PLB18 0.0474 2.82 0.286 0.272 0.286 0.286 0.298 0.315 4464

Notes:1. Section properties are based on Fy = 50,000 psi.2. Ix = Gross Moment of Inertia3. Idn = Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Normal Position)4. Idi = Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Inverted Position)5. Idm = Moment of Inertia for Deflection due to Uniform Loads for Multiple Span Conditions6. Spos = Positive Effective Section Modulus7. Sneg = Negative Effective Section Modulus8. Va = Allowable web shear strength

1.5PLB™ 1½" Deep Roof Deck Used with PunchLok® II System

36/7

36/4

Page 6: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

TEK

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K61

4 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 461 413 373 339 310 286 2642 582 536 495 458 425 396 370 347 327 308 291 276 2623 655 617 581 546 514 484 457 432 409 388 369 352 335 321 3074 701 670 639 609 580 552 526 501 478 456 436 417 400 384 3685 730 706 680 654 629 604 579 556 534 513 493 474 456 439 4236 750 730 709 687 665 643 621 600 579 559 540 521 503 487 4717 747 730 711 693 673 654 635 616 597 579 561 544 528 5128 745 730 713 697 680 662 645 628 611 595 579 563 5489 744 730 715 700 685 669 654 638 623 608 593 578

10 742 730 716 703 689 675 661 646 632 619 605See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

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1 8 9 10 11 12 12 132 9 10 11 12 12 13 14 14 15 15 15 15 163 9 10 11 12 13 14 14 15 16 16 17 17 17 17 184 9 10 11 12 13 14 15 16 16 17 17 18 18 19 195 9 10 11 12 13 14 15 16 17 18 18 19 19 20 206 9 10 11 13 14 15 16 16 17 18 19 19 20 20 217 10 12 13 14 15 16 17 18 18 19 20 20 21 218 12 13 14 15 16 17 18 19 19 20 21 21 229 13 14 15 16 17 18 19 20 21 21 22 22

10 14 15 16 17 18 19 20 21 22 22 23See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 490 439 397 361 330 304 2812 619 571 527 488 453 422 394 369 347 328 310 294 2793 697 657 618 581 547 515 486 460 435 413 393 374 357 341 3264 746 713 680 648 617 587 559 533 508 485 464 444 425 408 3925 777 751 724 696 669 642 616 592 568 545 524 504 485 467 4506 798 777 754 731 708 684 661 638 616 595 574 554 536 518 5017 795 776 757 737 716 696 675 655 635 616 597 579 561 5458 793 776 759 741 723 705 686 668 650 633 616 599 5839 791 776 761 745 728 712 695 679 663 647 631 615

10 790 776 762 747 733 718 703 688 673 658 644

10 p

sf

1 457 406 363 328 297 271 2492 576 527 484 445 411 381 354 330 309 289 272 256 2423 644 602 563 526 492 462 434 408 385 364 344 326 310 295 2814 685 649 614 581 549 520 493 467 444 422 401 383 365 349 3335 710 679 648 618 589 562 536 511 488 466 446 427 409 392 3766 727 699 671 644 618 592 568 544 522 501 480 461 443 426 4107 713 688 663 638 614 591 569 547 527 507 488 470 453 4378 700 676 653 631 609 588 567 547 528 509 492 475 4589 687 665 644 623 602 582 563 544 526 509 492 476

10 674 653 633 614 594 576 558 540 523 506 490

20 p

sf

1 423 372 329 293 263 237 2152 530 480 437 398 364 334 307 283 261 242 224 208 1933 588 543 502 464 429 398 369 343 319 296 276 256 238 221 2044 621 580 541 505 471 439 410 383 357 333 310 288 268 248 2285 641 602 566 531 498 467 437 409 383 357 333 310 287 265 2436 653 617 582 549 516 485 456 428 400 374 349 325 301 277 2547 627 594 561 529 499 469 441 413 386 360 335 310 285 2618 602 570 538 508 479 450 422 395 368 342 317 291 2669 576 545 515 486 457 429 401 374 348 322 295 270

10 550 520 491 462 434 406 379 352 325 299 272See page 2 for footnotes

1.5PLB22 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

DIAPHRAGM TABLES1.5PLB with Pneutek SDK61

Page 7: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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PNEU

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K61

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 387 335 292 256 226 199 1762 481 429 384 343 307 275 245 218 191 165 138 1093 528 479 433 391 352 316 282 250 218 186 152 1174 554 506 461 418 378 340 303 267 231 196 159 1215 569 522 477 434 393 353 315 277 239 201 162 1236 578 532 487 444 403 362 322 283 244 204 164 1247 539 494 451 409 368 327 287 247 207 166 1248 499 456 414 372 331 290 249 208 167 1259 459 417 375 333 292 251 209 167 125

10 419 377 335 293 252 210 168 125

40 p

sf

1 349 296 252 214 181 151 1222 428 373 323 277 234 192 150 1043 465 408 355 305 256 208 159 1084 483 426 372 319 267 216 163 1095 494 436 381 327 273 220 165 1106 500 443 386 331 277 222 167 1107 447 390 334 279 223 167 1118 393 336 280 224 168 1119 338 281 225 168 111

10 282 225 168 111

50 p

sf

1 308 253 204 160 1162 371 308 249 191 1323 397 330 266 202 1364 409 341 273 206 1385 416 346 277 209 1396 420 350 280 210 1397 352 281 211 1408 282 211 1409 212 140

10 140

60 p

sf

1 264 202 1422 309 234 1603 325 245 1654 332 250 1675 336 252 1686 338 253 1687 254 1698 1699

10

70 p

sf

1 213 1372 240 1493 248 1524 251 1535 253 1546 254 1547 15489

10

80 p

sf

1 1532 1643 1674 1685 1686 169789

10See page 2 for footnotes

1.5PLB22 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 8: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

TEK

SD

K61

6 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 585 527 478 436 400 369 3422 735 684 636 593 553 517 485 456 430 407 385 366 3483 819 778 738 700 663 628 596 566 538 513 489 467 447 428 4104 867 836 804 772 740 709 679 651 624 598 574 552 530 510 4915 897 873 847 821 794 768 741 716 691 666 643 621 600 580 5606 916 897 877 855 833 810 787 765 742 720 699 678 657 638 6197 914 897 880 861 842 822 802 782 762 743 724 705 686 6688 912 898 882 865 849 831 814 796 778 761 743 726 7099 911 898 884 869 854 839 823 807 791 775 759 744

10 910 898 885 872 858 844 830 816 801 787 773See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

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1 13 14 16 17 17 18 182 13 15 17 18 19 20 21 21 22 22 22 23 233 14 16 17 19 20 21 22 23 24 24 25 25 25 26 264 14 16 18 19 21 22 23 24 25 26 26 27 27 28 285 14 16 18 20 21 22 24 25 26 27 28 28 29 29 306 14 16 18 20 21 23 24 26 27 28 29 29 30 31 317 16 18 20 22 23 25 26 27 28 29 30 31 32 328 18 20 22 24 25 26 28 29 30 31 32 33 339 20 22 24 25 27 28 29 30 32 32 33 34

10 22 24 26 27 28 30 31 32 33 34 35See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 622 561 509 464 426 393 3642 782 727 677 630 588 550 516 486 458 433 410 389 3713 871 828 785 744 705 669 634 602 573 545 520 497 475 455 4364 922 889 855 821 787 755 723 693 664 637 611 587 564 543 5225 954 928 901 873 845 817 789 761 735 709 684 661 638 617 5966 974 954 933 910 886 862 838 814 790 766 743 721 699 679 6597 972 955 936 916 896 875 853 832 811 790 770 750 730 7118 970 955 938 921 903 884 866 847 828 809 791 773 7559 969 955 940 925 908 892 875 858 842 825 808 791

10 968 955 942 928 913 898 883 868 853 837 822

10 p

sf

1 580 519 467 423 385 352 3242 725 670 620 574 533 496 463 433 407 383 361 341 3223 802 755 711 670 631 595 562 531 503 477 453 431 410 391 3734 844 805 767 730 695 662 630 601 573 547 522 499 478 457 4385 869 836 802 770 738 707 678 650 623 597 573 550 529 508 4886 885 855 825 796 767 738 711 684 659 634 611 588 567 546 5277 869 841 814 787 761 735 710 685 662 639 617 596 576 5568 853 827 802 777 752 729 705 682 660 639 618 598 5799 837 813 789 766 743 720 698 677 656 635 616 596

10 821 798 776 754 732 710 689 669 649 629 610

20 p

sf

1 537 475 423 379 342 309 2812 666 608 557 511 469 432 399 369 342 317 295 274 2543 729 678 630 586 545 507 472 440 410 382 356 331 307 284 2624 762 716 671 629 590 552 517 483 452 422 393 366 339 313 2885 782 738 696 656 617 580 545 511 479 447 417 388 359 331 3036 794 753 712 673 635 599 563 529 496 464 433 402 372 343 3137 762 723 685 647 611 576 542 508 476 444 412 381 350 3208 730 693 656 620 585 550 517 484 451 419 387 356 3249 699 662 626 591 557 523 490 457 424 392 360 328

10 667 631 596 562 528 494 461 428 395 363 330See page 2 for footnotes

1.5PLB20 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 9: VULCRAFT Steel Roof Deck Design Guide Supplement 1

www.vulcraft.com VULCRAFT VPS1 7

PNEU

TEK SD

K61

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 491 429 376 332 293 260 2312 602 541 486 437 392 352 314 278 244 209 174 1363 652 594 539 489 441 396 354 312 271 230 188 1434 677 621 567 516 467 420 374 329 285 240 194 1465 691 636 583 532 482 433 386 339 292 245 197 1486 700 646 593 541 491 441 393 344 296 248 199 1497 652 599 548 497 447 397 348 299 249 200 1498 604 552 501 450 400 350 301 251 200 1509 555 504 453 402 352 302 252 201 150

10 506 455 404 354 303 252 201 150

40 p

sf

1 442 378 323 276 234 194 1562 533 466 404 347 293 240 185 1273 571 502 438 376 315 255 194 1304 589 520 454 389 326 262 198 1325 598 530 462 396 331 265 199 1326 604 535 468 401 334 268 200 1337 539 471 403 336 269 201 1338 473 405 337 270 202 1339 406 338 270 202 133

10 339 271 202 133

50 p

sf

1 390 321 260 203 1452 459 382 308 235 1603 485 404 324 245 1644 497 413 331 249 1665 503 418 335 251 1676 506 421 337 252 1677 423 338 253 1678 339 254 1689 254 168

10 168

60 p

sf

1 331 253 1772 379 287 1943 394 297 1994 401 301 2015 405 303 2016 407 304 2027 305 2028 2029

10

70 p

sf

1 265 1692 292 1803 300 1834 303 1845 304 1856 305 1857 18589

10

80 p

sf

1 1872 1983 2014 2025 2026 202789

10See page 2 for footnotes

1.5PLB20 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 10: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

TEK

SD

K61

8 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 699 633 576 526 484 447 4152 874 818 765 715 670 629 592 558 527 499 473 450 4293 966 923 880 838 798 759 723 689 657 627 599 573 549 527 5064 1017 985 952 918 884 851 818 787 756 728 700 674 649 626 6045 1047 1023 997 970 942 914 886 859 832 805 779 755 731 708 6866 1066 1048 1027 1006 983 960 936 912 888 864 841 818 796 774 7537 1065 1048 1031 1012 992 972 952 931 910 889 869 848 828 8098 1063 1049 1033 1017 1000 982 964 946 927 909 890 872 8549 1062 1049 1035 1020 1005 990 974 957 941 924 908 891

10 1061 1049 1037 1024 1010 996 981 967 952 937 922See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

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ind

1 18 20 22 23 24 25 252 19 22 24 25 27 28 29 30 30 31 31 31 313 20 22 25 27 28 30 31 32 33 34 34 35 35 35 354 20 23 25 28 29 31 33 34 35 36 37 38 38 39 395 20 23 26 28 30 32 34 35 37 38 39 40 41 41 426 21 23 26 28 31 33 35 36 38 39 40 41 42 43 447 24 26 29 31 33 35 37 39 40 42 43 44 45 468 26 29 31 34 36 38 39 41 43 44 45 46 479 29 32 34 36 38 40 42 43 45 46 47 48

10 32 34 37 39 41 42 44 45 47 48 49See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 744 673 612 560 515 476 4422 930 870 813 761 713 669 629 593 560 531 503 479 4563 1027 982 937 892 849 808 769 733 699 667 638 610 584 561 5384 1082 1048 1012 976 940 905 870 837 805 774 745 717 691 666 6425 1114 1088 1061 1032 1003 973 943 914 885 856 829 803 777 753 7296 1134 1115 1093 1070 1046 1021 996 970 945 920 895 870 847 824 8017 1132 1115 1096 1077 1056 1034 1013 991 968 946 924 902 881 8608 1131 1116 1099 1082 1063 1045 1026 1006 986 967 947 928 9089 1130 1116 1101 1086 1069 1053 1036 1018 1001 983 966 948

10 1129 1116 1103 1089 1074 1059 1044 1028 1013 997 981

10 p

sf

1 694 623 563 511 466 428 3942 861 800 743 691 644 602 563 529 497 468 442 419 3973 943 894 845 800 756 716 678 643 610 580 552 526 502 479 4584 988 946 905 865 826 789 754 720 689 659 631 604 579 556 5335 1013 977 941 906 871 837 804 773 743 714 687 661 636 612 5896 1029 997 964 932 901 869 839 810 781 754 727 702 677 654 6317 1010 980 951 921 892 864 836 808 782 756 732 708 684 6628 991 964 936 908 881 855 829 803 778 754 731 708 6869 973 947 920 894 869 844 819 795 771 748 726 704

10 955 929 904 880 855 831 808 785 762 740 718

20 p

sf

1 641 571 510 459 414 376 3432 788 724 666 613 565 522 483 448 415 386 359 333 3103 856 799 745 695 648 605 564 527 491 458 427 397 369 341 3144 890 838 789 741 696 653 612 573 536 501 467 434 403 371 3415 910 861 814 768 724 682 641 602 564 527 492 457 423 390 3576 922 875 830 785 742 700 660 620 582 544 508 472 436 401 3667 884 840 797 754 713 672 633 594 556 518 482 445 409 3738 847 805 763 721 681 641 602 564 526 488 451 414 3789 810 769 728 687 648 608 570 531 493 456 418 381

10 773 732 692 652 613 574 535 497 459 421 383See page 2 for footnotes

1.5PLB19 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 11: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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PNEU

TEK SD

K61

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 586 514 453 401 355 316 2812 711 641 578 521 469 420 375 332 290 249 205 159 1093 763 697 635 576 521 468 417 368 319 270 219 167 1114 789 725 663 604 547 492 438 385 332 279 225 170 1125 803 740 679 620 562 505 449 394 339 284 228 171 1136 812 749 689 629 571 513 456 400 344 287 230 172 1137 756 695 635 576 518 461 403 346 289 231 172 1138 699 639 580 522 464 406 348 290 232 173 1139 642 583 524 466 407 349 291 232 173 113

10 585 526 467 409 350 291 232 173 114

40 p

sf

1 527 453 388 332 281 234 1862 627 550 478 410 346 282 216 1473 666 587 512 440 368 297 225 1514 684 605 528 453 378 304 229 1525 694 614 537 460 384 307 231 1536 700 620 542 464 387 309 232 1537 624 545 466 389 311 232 1538 547 468 390 311 233 1539 469 391 312 233 153

10 391 312 233 154

50 p

sf

1 463 382 310 241 1712 538 448 361 275 1863 564 470 377 285 1904 576 479 384 288 1925 582 484 387 290 1936 586 487 389 291 1937 489 391 292 1938 391 293 1939 293 193

10 194

60 p

sf

1 392 299 208 1092 442 334 226 1123 458 344 230 1134 464 348 232 1135 468 350 232 1146 470 351 233 1147 352 233 1148 233 1149 114

10

70 p

sf

1 311 1982 339 2093 347 2124 350 2135 351 2136 352 2137 21389

10

80 p

sf

1 2192 2293 2324 2335 2336 233789

10See page 2 for footnotes

1.5PLB19 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 12: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 803 729 665 609 561 519 4822 999 939 881 827 776 730 688 650 615 583 554 527 5023 1098 1053 1008 963 920 878 838 800 764 731 700 670 643 618 5944 1151 1118 1084 1049 1013 978 943 909 876 844 814 785 757 731 7065 1182 1158 1132 1104 1075 1046 1016 987 958 929 902 875 848 823 7996 1202 1183 1163 1141 1117 1093 1069 1044 1019 994 969 944 920 897 8747 1200 1184 1166 1147 1127 1107 1085 1064 1042 1020 998 977 955 9348 1199 1184 1169 1152 1135 1117 1098 1079 1060 1041 1022 1002 9839 1198 1185 1171 1156 1141 1125 1108 1092 1075 1057 1040 1023

10 1197 1185 1172 1159 1145 1131 1116 1101 1086 1071 1055See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 25 27 29 30 31 32 322 26 29 32 34 36 37 38 39 40 40 40 40 403 27 30 33 36 38 40 41 43 44 45 45 46 46 46 474 27 31 34 37 39 42 44 45 47 48 49 50 50 51 515 28 31 35 38 40 43 45 47 49 50 52 53 54 54 556 28 32 35 38 41 44 46 48 50 52 54 55 56 57 587 32 35 39 42 45 47 50 52 54 55 57 58 59 608 36 39 42 45 48 50 53 55 57 58 60 61 629 39 43 46 48 51 53 56 58 59 61 62 64

10 43 46 49 52 54 56 58 60 62 64 65See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 855 776 707 648 596 552 5132 1063 999 937 879 826 777 732 691 654 620 589 561 5353 1168 1120 1072 1025 978 934 891 851 813 778 744 713 684 657 6324 1224 1190 1153 1116 1078 1040 1003 967 932 898 866 835 806 778 7525 1258 1232 1204 1174 1144 1113 1081 1050 1019 989 959 930 903 876 8506 1279 1259 1237 1213 1189 1163 1137 1110 1084 1057 1031 1004 979 954 9297 1277 1259 1240 1220 1199 1177 1155 1132 1109 1085 1062 1039 1016 9948 1275 1260 1243 1226 1207 1188 1168 1148 1128 1107 1087 1066 10469 1274 1260 1245 1230 1213 1197 1179 1161 1143 1125 1106 1088

10 1273 1261 1247 1233 1219 1203 1188 1172 1155 1139 1122

10 p

sf

1 797 718 650 592 541 497 4592 983 917 855 797 745 698 654 615 579 547 517 490 4653 1071 1017 965 916 868 824 782 743 707 673 641 612 584 559 5354 1117 1072 1028 985 943 903 864 827 792 759 728 698 670 644 6195 1143 1104 1065 1027 990 953 918 883 850 819 788 759 732 705 6806 1159 1124 1089 1055 1020 987 954 921 890 860 831 803 775 749 7247 1137 1105 1073 1041 1010 979 948 919 890 861 834 807 782 7578 1116 1086 1056 1026 997 968 939 911 884 857 831 806 7819 1096 1067 1038 1010 982 954 927 901 875 849 824 800

10 1075 1047 1020 993 966 940 914 888 863 838 814

20 p

sf

1 736 657 589 531 481 437 3992 898 828 763 704 651 603 559 518 482 448 416 387 3593 969 907 849 793 741 693 647 604 564 527 491 456 423 391 3604 1005 948 893 841 791 743 697 654 612 572 533 496 459 423 3885 1025 971 919 869 820 773 727 683 640 599 559 519 481 442 4046 1037 986 935 886 838 791 746 702 659 616 575 534 494 454 4147 995 946 898 850 804 759 714 671 628 586 544 503 462 4218 953 905 859 813 767 723 679 636 593 551 509 467 4259 911 865 819 774 729 685 642 598 556 513 471 428

10 869 824 778 734 690 646 602 559 516 474 431See page 2 for footnotes

1.5PLB18 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 13: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 673 592 523 463 412 366 3262 808 731 661 596 537 482 430 381 332 284 233 180 1223 863 790 720 654 592 532 474 418 362 305 247 188 1254 890 818 749 683 619 556 495 435 375 315 253 191 1265 904 834 765 699 634 570 507 444 382 320 256 192 1276 912 843 775 708 642 578 514 450 386 322 258 193 1277 849 781 714 648 583 518 453 389 324 259 193 1278 785 718 652 586 521 456 391 325 260 194 1279 721 655 589 523 457 392 326 260 194 127

10 657 590 524 459 393 327 261 194 127

40 p

sf

1 604 520 447 382 324 269 2132 712 625 543 467 393 320 245 1663 752 664 579 497 416 335 254 1694 770 682 595 510 426 342 257 1715 780 691 603 517 431 345 259 1716 786 697 608 521 434 347 260 1727 700 612 524 436 348 260 1728 614 525 437 349 261 1729 527 438 350 261 172

10 439 350 261 172

50 p

sf

1 530 438 355 276 194 1012 609 507 408 310 210 1043 636 529 425 320 214 1044 648 539 431 324 215 1055 654 544 435 326 216 1056 657 547 437 327 216 1057 548 438 327 216 1058 439 328 217 1059 328 217 105

10 217 105

60 p

sf

1 447 341 236 1232 499 377 254 1263 515 387 258 1274 522 391 260 1275 525 393 261 1276 527 394 261 1277 395 261 1278 261 1279 127

10

70 p

sf

1 353 2232 382 2353 389 2374 392 2385 394 2396 395 2397 23989

10

80 p

sf

1 2472 2573 2604 2615 2616 261789

10See page 2 for footnotes

1.5PLB18 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 14: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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12 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 614 539 480 432 392 356 3252 792 708 639 580 530 488 452 420 392 366 342 322 3043 929 845 772 709 653 605 563 525 493 463 437 414 393 373 3554 1032 954 882 818 760 709 663 622 585 552 522 496 471 449 4285 1110 1039 971 909 852 799 752 709 670 634 602 572 545 520 4986 1169 1105 1043 984 929 878 830 786 746 709 675 643 614 588 5637 1157 1102 1047 995 945 898 855 814 776 741 709 679 650 6248 1149 1099 1050 1003 958 915 875 837 802 769 738 709 6829 1141 1096 1052 1009 968 929 892 857 824 792 763 709

10 1136 1094 1054 1015 977 941 906 874 842 785 709See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 40 40 40 39 38 37 362 44 45 45 45 44 43 42 41 40 38 37 36 353 47 48 49 49 49 48 47 46 45 44 43 42 41 39 384 49 51 52 53 53 52 52 51 50 49 48 47 45 44 435 50 53 55 56 56 56 56 55 54 53 52 51 50 49 486 52 55 57 58 59 59 59 58 58 57 56 55 54 53 527 56 58 60 61 61 62 61 61 60 59 58 57 56 558 60 62 63 64 64 64 64 63 62 62 61 60 599 63 65 66 66 66 66 66 65 64 64 63 62

10 66 67 68 68 68 68 68 67 66 65 65See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 653 574 511 459 417 379 3462 842 754 679 617 564 519 480 447 417 390 364 342 3233 988 899 821 754 695 644 599 559 524 493 465 440 418 397 3784 1098 1015 938 870 809 754 705 662 623 587 556 527 501 477 4565 1181 1105 1033 967 906 850 800 754 712 675 640 609 580 554 5296 1243 1176 1110 1047 988 934 883 836 793 754 718 684 654 625 5997 1231 1172 1114 1058 1005 956 909 866 826 789 754 722 692 6648 1222 1169 1117 1067 1019 974 931 891 853 818 785 754 7099 1214 1166 1119 1074 1030 989 949 912 876 843 785 709

10 1208 1164 1121 1080 1040 1001 964 929 875 785 709

10 p

sf

1 631 552 489 437 395 358 3262 817 728 654 592 540 495 457 423 394 368 345 323 3043 957 869 792 725 667 616 572 533 498 467 440 415 393 373 3544 1061 978 903 835 775 721 674 631 593 558 527 499 474 450 4295 1139 1063 992 926 866 812 762 718 677 640 607 576 548 522 4996 1196 1128 1062 1000 942 888 839 794 752 714 679 646 617 589 5647 1178 1118 1060 1005 953 905 860 818 779 743 710 679 650 6238 1163 1109 1057 1008 961 917 876 837 801 767 735 706 6789 1149 1100 1054 1009 966 926 888 852 818 786 756 709

10 1137 1092 1050 1009 969 932 897 863 831 785 709

20 p

sf

1 608 529 466 415 373 338 3052 790 702 629 567 515 471 432 399 370 345 322 302 2833 925 837 761 695 637 587 543 505 471 440 413 389 367 347 3284 1024 940 866 799 739 686 639 597 560 526 496 468 443 420 3995 1095 1019 947 882 823 770 721 677 638 602 569 539 511 486 4636 1148 1078 1011 949 892 839 790 746 705 668 633 602 573 546 5217 1123 1061 1003 947 896 848 804 763 725 689 657 627 598 5728 1101 1045 993 943 896 853 812 774 738 705 674 645 6189 1080 1030 982 937 894 854 816 780 747 715 686 658

10 1060 1014 971 929 889 852 817 783 752 722 694See page 2 for footnotes

1.5PLB22 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 15: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 586 507 444 393 351 315 2852 763 676 602 541 489 445 407 374 345 320 297 277 2593 892 804 729 663 606 556 513 475 441 411 384 359 337 317 2994 984 901 826 760 701 648 602 560 523 489 459 431 406 383 3625 1051 972 901 835 776 723 675 631 592 556 523 493 466 440 4166 1099 1026 958 895 837 784 735 690 650 612 578 546 516 489 4637 1066 1002 941 885 832 784 739 697 659 623 590 559 530 5028 1036 978 923 872 824 779 737 698 661 627 595 564 5359 1007 954 904 856 812 770 730 693 658 625 593 563

10 979 930 883 839 797 757 720 684 650 618 587

40 p

sf

1 563 484 421 370 328 293 2632 736 648 575 514 463 419 381 348 319 293 270 250 2313 858 770 694 629 572 523 479 441 407 376 349 324 3014 944 859 784 717 658 605 559 517 479 444 413 384 3575 1004 924 851 784 725 671 622 577 537 499 465 432 4026 1047 971 901 836 776 721 671 625 582 543 506 471 4377 1007 939 875 816 761 710 663 619 577 538 501 4658 968 906 847 793 741 693 648 605 564 525 4879 929 872 818 766 717 671 627 585 544 505

10 892 838 786 737 690 645 602 560 519

50 p

sf

1 540 461 398 347 305 270 2402 707 620 547 486 434 390 352 318 289 262 2383 823 734 658 592 535 485 440 401 365 333 3024 902 815 739 671 611 557 508 464 423 385 3495 956 873 797 729 667 611 559 511 466 424 3836 994 914 840 772 709 651 597 546 499 453 4087 945 872 804 741 682 626 573 523 474 4268 896 829 765 705 648 593 541 490 4409 847 784 723 665 609 555 502 450

10 798 737 679 622 566 512 458

60 p

sf

1 517 438 375 324 281 246 2162 678 590 517 455 403 358 319 284 2513 786 696 619 552 493 441 394 351 3104 858 769 690 620 557 499 446 397 3485 906 819 740 668 602 541 483 428 3746 940 855 776 702 634 570 509 450 3927 880 801 728 658 592 528 466 4048 821 746 675 608 542 477 4139 761 689 620 552 486 419

10 699 629 560 492 424

70 p

sf

1 494 414 351 299 257 221 1902 647 559 485 422 368 321 278 2373 747 655 576 506 444 387 334 2814 812 719 637 562 494 430 368 3065 854 762 678 600 528 458 390 3226 884 792 707 627 551 477 405 3327 813 727 645 567 490 415 3388 742 659 578 500 422 3439 669 587 507 427 346

10 594 512 431 349

80 p

sf

1 470 390 326 274 230 193 1582 616 526 450 385 328 274 2213 707 612 529 455 386 320 2524 764 667 579 498 421 346 2685 801 702 611 526 443 361 2776 825 726 633 544 457 371 2827 743 648 557 467 377 2868 659 566 474 381 2889 572 478 385 290

10 482 387 291See page 2 for footnotes

1.5PLB22 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 16: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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14 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 779 687 613 552 502 460 4222 1015 914 828 755 693 639 592 552 516 485 457 430 4053 1187 1089 1002 925 857 797 743 696 654 616 582 552 524 499 4764 1309 1221 1139 1063 994 932 875 824 778 736 698 663 632 603 5765 1396 1319 1245 1174 1108 1046 989 937 888 844 803 766 731 699 6706 1459 1393 1327 1263 1200 1141 1086 1034 985 940 898 859 822 788 7577 1449 1391 1333 1276 1221 1168 1117 1070 1025 982 942 905 870 8378 1441 1389 1338 1287 1237 1189 1143 1099 1057 1017 980 944 9119 1435 1388 1341 1295 1250 1206 1164 1123 1084 1047 1012 947

10 1430 1387 1344 1302 1261 1221 1181 1144 1107 1049 947See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 55 54 53 51 49 47 452 62 63 62 61 59 58 56 54 52 50 48 47 453 67 68 69 68 67 66 64 62 60 59 57 55 53 52 504 71 73 74 74 73 72 71 69 68 66 64 63 61 59 585 73 76 78 78 78 78 77 75 74 72 71 69 67 66 646 75 79 81 82 83 82 82 81 79 78 76 75 73 72 707 81 84 85 86 86 86 85 84 83 81 80 78 77 758 86 88 89 90 89 89 88 87 86 85 83 82 809 90 92 93 93 92 92 91 90 89 87 86 84

10 94 95 96 95 95 94 93 92 91 90 88See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 829 731 652 588 534 489 4492 1080 973 881 804 737 680 630 587 549 516 486 457 4313 1262 1159 1066 984 912 847 791 740 696 655 619 587 557 531 5064 1392 1299 1212 1131 1058 991 931 877 828 783 742 706 672 641 6135 1485 1404 1324 1249 1178 1113 1052 996 945 898 854 815 778 744 7136 1552 1482 1412 1343 1277 1214 1155 1100 1048 1000 955 913 875 839 8057 1542 1480 1418 1357 1299 1242 1189 1138 1090 1045 1003 963 926 8918 1533 1478 1423 1369 1316 1265 1216 1169 1125 1082 1043 1005 9479 1527 1477 1427 1378 1330 1283 1238 1195 1154 1114 1050 947

10 1521 1476 1430 1385 1341 1298 1257 1217 1170 1050 947

10 p

sf

1 802 704 625 561 507 463 4242 1047 940 850 772 707 650 601 558 520 487 457 431 4073 1221 1119 1027 946 874 811 756 706 662 622 587 555 526 500 4764 1343 1250 1163 1084 1012 947 888 835 787 744 704 668 635 605 5775 1429 1347 1267 1193 1123 1059 1000 946 896 850 808 770 734 701 6716 1491 1418 1346 1278 1212 1151 1093 1039 989 943 900 860 822 788 7567 1471 1407 1344 1284 1225 1170 1118 1069 1023 979 939 901 865 8328 1454 1397 1341 1286 1234 1184 1136 1091 1048 1008 970 934 9009 1439 1387 1336 1287 1239 1193 1149 1108 1068 1030 994 947

10 1425 1377 1331 1285 1242 1200 1159 1120 1083 1048 947

20 p

sf

1 774 677 598 534 480 436 3982 1013 907 817 740 675 619 570 528 490 457 428 402 3783 1179 1077 986 906 835 773 718 669 626 587 552 520 492 466 4424 1293 1199 1113 1034 963 899 841 789 742 699 661 625 593 564 5365 1372 1287 1207 1132 1064 1000 942 889 840 795 754 717 682 650 6206 1428 1351 1278 1208 1142 1081 1024 971 922 876 834 795 758 724 6937 1399 1331 1266 1204 1145 1090 1038 989 943 901 861 824 789 7568 1372 1311 1253 1197 1143 1093 1045 1000 957 917 880 844 8119 1347 1291 1238 1187 1138 1091 1047 1005 965 927 891 857

10 1323 1271 1222 1175 1129 1086 1044 1005 967 931 897See page 2 for footnotes

1.5PLB20 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 747 649 570 506 453 409 3712 978 872 783 707 642 586 538 496 459 426 396 370 3473 1135 1033 942 863 793 731 677 628 585 547 512 481 452 426 4024 1241 1146 1059 980 909 846 788 737 690 647 609 573 541 511 4845 1313 1225 1143 1068 998 935 876 823 774 729 688 650 615 582 5516 1363 1282 1205 1133 1066 1003 945 892 842 796 753 713 675 640 6077 1324 1252 1183 1118 1057 1000 946 896 849 805 763 724 687 6528 1286 1221 1158 1099 1042 989 939 892 847 804 764 726 6899 1250 1190 1132 1076 1024 974 926 881 838 797 757 720

10 1215 1158 1104 1052 1002 954 909 865 823 783 744

40 p

sf

1 719 621 543 478 425 381 3432 942 837 747 672 607 551 503 461 424 391 361 334 3103 1090 987 896 816 746 685 630 582 538 499 463 430 400 372 3454 1187 1089 1001 922 850 786 728 675 627 583 542 505 469 436 4045 1252 1160 1076 998 926 861 801 746 695 647 603 561 522 484 4466 1296 1210 1129 1053 983 917 856 799 746 696 649 604 561 519 4787 1246 1168 1094 1025 959 898 840 785 734 684 637 591 546 5018 1197 1125 1057 992 930 872 816 762 711 661 613 566 5199 1149 1081 1017 955 896 839 785 732 681 631 581 532

10 1101 1036 975 915 858 803 749 696 645 594 543

50 p

sf

1 690 593 514 450 397 352 3142 905 799 710 634 569 513 465 422 383 349 317 287 2593 1043 938 846 766 695 632 576 525 479 436 396 357 3194 1131 1030 939 858 784 717 656 600 547 498 450 404 3575 1189 1092 1003 922 847 777 713 652 595 540 487 434 3816 1228 1135 1048 967 891 820 753 690 629 570 513 455 3977 1166 1080 1000 924 852 783 717 654 592 531 470 4088 1104 1024 948 875 805 738 672 608 544 480 4169 1043 966 893 822 753 686 619 554 488 422

10 980 906 835 765 696 628 561 494 426

60 p

sf

1 661 564 485 421 368 323 2842 867 760 670 593 528 470 419 373 331 290 248 2033 994 887 793 710 637 570 510 453 399 346 290 2294 1073 968 873 787 709 637 569 505 441 378 312 2425 1123 1021 927 839 758 681 608 538 468 398 325 2496 1157 1057 963 875 791 711 634 560 485 410 333 2537 1082 989 900 814 732 653 575 497 419 339 2568 1007 918 831 748 666 586 505 425 342 2589 931 844 759 676 594 511 429 345 259

10 854 768 683 600 516 432 347 260

70 p

sf

1 632 534 455 390 336 291 2512 827 718 627 548 480 419 362 307 251 186 1063 942 832 735 648 569 496 425 356 282 201 1094 1012 902 802 709 623 542 462 382 298 208 1105 1056 947 844 749 658 570 484 397 306 212 1116 1085 976 873 775 681 589 498 406 312 213 1117 997 893 793 696 601 507 412 315 215 1118 907 806 707 610 513 416 317 216 1119 815 715 616 518 419 319 216 112

10 721 621 522 421 320 217 112

80 p

sf

1 602 503 423 358 302 254 2082 785 674 580 497 423 353 282 203 1073 889 774 671 577 489 402 314 218 1104 949 832 724 622 525 428 329 224 1115 987 868 757 650 547 443 338 227 1116 1011 892 778 668 560 452 342 229 1117 908 792 680 569 458 346 230 1118 803 688 575 462 348 231 1129 694 580 465 349 232 112

10 583 467 350 232 112See page 2 for footnotes

1.5PLB20 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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16 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 933 825 737 665 605 555 5122 1221 1105 1004 918 844 780 724 675 632 594 560 530 5023 1421 1312 1213 1124 1045 974 911 855 804 759 718 681 647 616 5884 1558 1463 1372 1287 1209 1137 1071 1011 956 906 861 819 781 746 7145 1653 1572 1491 1414 1340 1270 1205 1145 1089 1037 989 945 903 865 8306 1720 1651 1582 1512 1445 1380 1317 1259 1203 1151 1102 1057 1014 974 9367 1711 1650 1589 1528 1468 1410 1354 1301 1250 1201 1156 1112 1072 10338 1703 1649 1595 1541 1487 1435 1384 1335 1288 1243 1200 1159 11219 1697 1649 1600 1551 1502 1454 1408 1363 1320 1278 1238 1195

10 1692 1648 1604 1559 1515 1471 1428 1387 1346 1298 1195See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 71 70 67 64 62 59 562 82 82 81 79 77 74 72 69 66 64 62 59 573 90 91 91 90 88 86 84 81 79 76 74 72 69 67 654 95 98 98 98 97 95 93 91 89 87 84 82 80 78 755 99 103 104 105 104 103 102 100 98 95 93 91 89 87 846 102 107 109 110 110 109 108 107 105 103 101 99 97 95 927 110 113 114 115 115 114 113 111 110 108 106 104 102 1008 116 118 119 119 119 118 117 115 114 112 110 108 1069 121 123 123 123 123 122 120 119 117 116 114 112

10 126 127 127 127 126 125 124 122 121 119 117See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 993 877 784 707 644 590 5442 1299 1175 1069 977 898 830 770 718 673 632 596 563 5343 1512 1396 1291 1196 1112 1036 969 909 855 807 764 724 688 656 6264 1657 1556 1460 1369 1286 1209 1139 1075 1017 964 916 872 831 794 7595 1758 1672 1587 1504 1426 1352 1282 1218 1158 1103 1052 1005 961 921 8836 1830 1757 1683 1609 1537 1468 1402 1339 1280 1225 1173 1124 1078 1036 9967 1820 1756 1691 1626 1562 1500 1441 1384 1330 1278 1229 1183 1140 10998 1812 1755 1697 1639 1582 1526 1472 1420 1370 1322 1277 1233 11929 1806 1754 1702 1650 1598 1547 1498 1450 1404 1359 1317 1195

10 1801 1753 1706 1658 1611 1565 1519 1475 1432 1324 1195

10 p

sf

1 961 846 753 676 613 559 5142 1259 1136 1030 939 861 794 735 684 638 598 562 530 5013 1461 1346 1242 1149 1066 992 926 867 814 767 724 686 650 618 5894 1597 1495 1399 1310 1228 1153 1085 1023 966 915 868 825 785 749 7165 1690 1602 1515 1433 1356 1283 1216 1153 1096 1042 993 947 905 866 8306 1755 1678 1601 1527 1455 1387 1322 1261 1204 1151 1101 1054 1010 970 9327 1734 1666 1599 1533 1469 1408 1350 1294 1242 1193 1146 1102 1061 10228 1715 1654 1594 1535 1478 1423 1370 1319 1271 1225 1181 1140 11019 1698 1643 1588 1535 1483 1432 1384 1337 1292 1250 1209 1170

10 1682 1631 1581 1532 1484 1438 1393 1350 1309 1269 1195

20 p

sf

1 928 814 721 645 581 528 4822 1218 1095 990 901 823 756 698 647 602 563 527 495 4673 1409 1294 1191 1099 1017 944 879 821 769 723 681 643 608 577 5484 1535 1432 1336 1247 1166 1092 1025 964 909 859 813 770 732 696 6635 1620 1528 1440 1357 1280 1208 1142 1080 1024 971 923 879 837 799 7646 1679 1596 1516 1440 1367 1298 1233 1173 1117 1064 1015 969 927 887 8497 1646 1573 1502 1433 1368 1306 1247 1192 1140 1091 1045 1001 960 9228 1615 1549 1485 1423 1363 1307 1253 1202 1153 1107 1064 1022 9839 1586 1525 1466 1409 1355 1302 1252 1205 1159 1116 1074 1035

10 1557 1501 1446 1394 1343 1294 1247 1202 1159 1118 1079See page 2 for footnotes

1.5PLB19 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 19: VULCRAFT Steel Roof Deck Design Guide Supplement 1

www.vulcraft.com VULCRAFT VPS1 17

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 896 781 688 612 549 496 4512 1175 1053 949 860 783 717 659 609 564 524 489 457 4293 1355 1240 1136 1045 963 891 827 770 718 672 630 592 558 526 4974 1471 1366 1268 1179 1098 1024 958 897 842 792 746 703 664 628 5955 1548 1452 1361 1276 1197 1125 1058 996 939 886 837 792 750 710 6746 1600 1512 1427 1347 1271 1200 1134 1072 1014 960 910 862 818 776 7367 1555 1475 1399 1326 1257 1192 1131 1073 1018 967 918 872 828 7868 1511 1438 1368 1301 1237 1177 1119 1064 1012 963 915 870 8269 1468 1400 1335 1273 1213 1156 1101 1048 998 950 903 858

10 1426 1362 1301 1242 1185 1130 1077 1026 977 930 884

40 p

sf

1 863 748 656 580 517 463 4182 1131 1009 905 817 740 674 616 566 521 481 445 413 3833 1300 1183 1079 987 905 833 768 710 658 611 568 528 491 456 4234 1405 1296 1196 1105 1023 948 880 818 761 708 659 614 570 529 4905 1474 1372 1277 1189 1107 1031 961 897 836 780 727 676 628 582 5376 1520 1424 1333 1248 1167 1092 1021 955 892 833 777 723 671 620 5707 1461 1374 1290 1211 1136 1065 998 934 872 814 757 702 648 5948 1403 1322 1244 1170 1098 1030 965 902 842 783 725 669 6129 1346 1269 1195 1124 1055 989 925 863 803 743 684 626

10 1288 1215 1144 1075 1008 943 880 818 757 696 636

50 p

sf

1 829 715 622 546 483 430 3842 1086 963 859 770 693 627 568 516 470 428 389 352 3173 1241 1122 1017 923 840 766 699 638 582 530 481 433 385 335 2824 1337 1223 1120 1025 939 861 788 721 658 598 540 483 425 366 3025 1397 1289 1188 1094 1007 926 850 778 710 644 579 515 450 384 3146 1438 1333 1235 1142 1054 971 893 818 745 675 606 537 467 395 3217 1364 1268 1175 1087 1004 923 846 771 697 624 551 478 403 3258 1291 1200 1112 1027 946 866 789 713 637 562 485 408 3289 1218 1130 1045 962 882 802 724 647 569 491 411 330

10 1144 1059 975 893 813 733 654 575 495 414 332

60 p

sf

1 795 680 587 511 448 394 3482 1039 915 810 719 641 572 511 455 403 352 300 243 1763 1181 1059 950 853 766 687 614 546 480 413 345 271 1874 1266 1147 1037 937 845 759 679 601 524 447 368 283 1925 1319 1202 1094 992 897 806 719 635 552 467 381 290 1946 1353 1239 1131 1029 931 837 747 658 569 480 389 294 1967 1265 1157 1054 955 859 765 673 581 488 394 297 1978 1176 1072 972 874 778 683 589 494 397 298 1979 1085 984 885 788 691 595 498 400 300 198

10 994 894 795 697 599 501 401 300 198

70 p

sf

1 760 645 551 475 410 355 3072 989 864 756 663 581 507 438 370 300 220 1233 1118 991 877 774 680 592 507 422 333 235 1264 1192 1066 949 841 739 641 545 449 348 242 1275 1238 1112 994 882 774 670 568 464 357 245 1286 1267 1142 1022 908 797 689 581 473 362 247 1287 1162 1042 926 813 701 590 479 365 248 1288 1056 939 824 710 597 483 367 249 1299 948 831 716 601 485 368 250 129

10 837 721 604 488 370 250 129

80 p

sf

1 724 608 514 435 369 310 2542 938 809 697 599 509 423 336 239 1243 1052 918 797 686 580 476 369 254 1274 1116 980 854 734 618 503 384 260 1285 1155 1018 887 762 640 517 393 263 1286 1179 1041 909 780 653 526 397 265 1287 1057 923 792 662 532 400 266 1298 933 800 668 536 402 267 1299 805 672 538 404 267 129

10 675 540 405 268 129See page 2 for footnotes

1.5PLB19 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 20: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

TEK

SD

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18 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 1074 951 851 769 700 642 5922 1408 1278 1165 1067 983 909 845 789 739 695 655 620 5883 1632 1514 1405 1305 1216 1136 1064 1000 942 890 842 800 761 725 6924 1782 1680 1582 1489 1403 1322 1249 1181 1119 1062 1010 962 918 878 8415 1883 1798 1713 1629 1549 1473 1401 1334 1271 1213 1158 1108 1061 1017 9776 1954 1883 1810 1736 1664 1594 1526 1461 1400 1342 1288 1236 1188 1143 11007 1945 1882 1818 1754 1690 1628 1567 1509 1453 1400 1349 1300 1254 12118 1938 1882 1825 1768 1711 1655 1600 1547 1496 1446 1399 1354 13109 1932 1882 1830 1779 1728 1677 1627 1578 1531 1485 1441 1398

10 1927 1881 1835 1788 1741 1695 1649 1604 1561 1518 1447See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 88 86 82 79 75 71 682 104 103 101 99 96 92 89 86 82 79 76 74 713 114 116 115 113 111 108 105 102 99 96 93 90 87 84 824 122 124 125 124 123 120 118 115 112 109 106 103 101 98 955 127 131 132 133 132 130 128 126 123 121 118 115 112 109 1076 131 136 138 139 139 138 137 135 133 130 128 125 122 120 1177 140 143 145 146 145 144 143 141 138 136 134 131 129 1268 147 150 151 151 150 149 148 146 144 141 139 137 1349 154 155 156 156 155 154 152 150 148 146 144 141

10 159 160 160 160 159 158 156 154 152 150 148See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 1143 1012 905 818 744 683 6302 1498 1360 1239 1136 1046 967 899 839 786 739 697 660 6263 1736 1610 1494 1389 1294 1209 1132 1064 1002 946 896 851 809 771 7374 1896 1787 1683 1584 1492 1407 1328 1256 1190 1130 1075 1024 977 934 8945 2004 1913 1822 1733 1648 1567 1491 1419 1352 1290 1232 1179 1129 1082 10396 2079 2003 1925 1847 1770 1695 1623 1555 1490 1428 1370 1315 1264 1216 11707 2069 2002 1934 1866 1798 1732 1667 1605 1546 1489 1435 1383 1335 12888 2061 2002 1942 1881 1820 1761 1702 1646 1591 1539 1488 1440 13949 2055 2002 1947 1892 1838 1784 1731 1679 1629 1580 1533 1447

10 2050 2002 1952 1902 1852 1803 1754 1707 1660 1603 1447

10 p

sf

1 1106 976 870 782 709 648 5952 1451 1314 1195 1092 1003 926 859 799 747 700 659 622 5883 1677 1552 1437 1333 1240 1156 1081 1014 954 899 850 805 765 728 6944 1825 1716 1612 1514 1423 1340 1264 1194 1130 1071 1017 968 923 881 8425 1924 1830 1738 1649 1564 1485 1410 1341 1276 1216 1161 1109 1061 1016 9756 1992 1911 1830 1750 1673 1598 1528 1461 1398 1338 1282 1230 1181 1135 10927 1969 1898 1826 1756 1687 1621 1558 1497 1439 1385 1333 1284 1237 11938 1949 1884 1820 1757 1696 1636 1579 1523 1470 1420 1372 1326 12829 1930 1871 1813 1756 1700 1646 1593 1542 1493 1446 1401 1358

10 1912 1858 1805 1752 1701 1651 1603 1556 1510 1466 1424

20 p

sf

1 1070 939 833 746 674 612 5602 1403 1266 1149 1047 959 882 816 757 705 659 618 581 5483 1616 1490 1376 1273 1181 1099 1026 960 900 847 799 755 715 678 6454 1753 1641 1536 1439 1349 1267 1192 1123 1060 1003 951 902 858 817 7795 1843 1744 1649 1559 1474 1395 1321 1253 1189 1130 1076 1025 978 935 8946 1904 1816 1730 1647 1568 1492 1421 1355 1292 1233 1178 1127 1078 1033 9917 1867 1789 1712 1638 1567 1499 1435 1374 1316 1261 1209 1161 1115 10718 1832 1761 1692 1625 1560 1498 1439 1382 1328 1277 1228 1182 11389 1799 1734 1670 1608 1549 1491 1436 1383 1333 1284 1238 1194

10 1767 1706 1647 1589 1534 1480 1428 1378 1330 1285 1240See page 2 for footnotes

1.5PLB18 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 21: VULCRAFT Steel Roof Deck Design Guide Supplement 1

www.vulcraft.com VULCRAFT VPS1 19

PNEU

TEK SD

K61

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 1032 902 797 710 637 576 5242 1353 1217 1100 999 912 836 770 712 661 615 574 537 5043 1553 1426 1312 1209 1118 1036 964 898 839 786 738 695 655 618 5844 1678 1563 1456 1358 1268 1185 1110 1042 979 922 869 821 776 734 6955 1759 1655 1556 1463 1376 1295 1220 1151 1086 1027 971 920 871 826 7836 1813 1717 1625 1537 1454 1376 1302 1233 1168 1108 1050 997 946 898 8527 1762 1675 1592 1512 1436 1364 1296 1231 1170 1112 1057 1004 954 9068 1712 1633 1556 1482 1411 1344 1280 1218 1160 1103 1050 998 9499 1663 1589 1517 1448 1382 1318 1256 1197 1141 1086 1033 982

10 1615 1545 1477 1411 1348 1286 1227 1170 1115 1061 1009

40 p

sf

1 995 865 759 673 600 539 4872 1302 1166 1049 948 861 786 720 662 610 564 522 485 4503 1488 1359 1243 1140 1048 966 893 827 767 712 662 616 573 532 4934 1601 1482 1371 1270 1178 1094 1017 946 881 820 764 711 661 613 5665 1673 1562 1457 1359 1268 1184 1105 1032 963 898 838 780 724 670 6176 1721 1616 1516 1421 1332 1248 1168 1093 1022 955 891 829 769 710 6527 1654 1558 1465 1378 1294 1214 1138 1066 996 929 864 801 739 6778 1588 1498 1411 1328 1249 1172 1099 1027 958 891 825 760 6969 1522 1437 1354 1275 1198 1123 1051 980 911 843 776 709

10 1456 1374 1295 1218 1142 1069 997 927 857 789 720

50 p

sf

1 956 826 721 634 562 501 4492 1249 1112 995 894 806 730 663 603 549 500 454 411 3693 1420 1288 1170 1065 970 886 809 739 675 614 556 500 443 385 3224 1521 1396 1281 1175 1078 989 907 830 757 688 620 554 486 417 3435 1585 1465 1353 1248 1150 1059 972 890 812 736 662 587 512 435 3556 1626 1511 1401 1298 1199 1106 1017 932 849 768 689 609 529 447 3627 1542 1435 1332 1234 1139 1048 961 875 791 707 624 540 454 3668 1459 1357 1259 1163 1071 981 893 807 721 635 548 459 3699 1376 1277 1181 1088 997 907 819 730 642 553 463 371

10 1291 1195 1101 1009 918 827 738 648 557 466 373

60 p

sf

1 917 787 681 594 522 460 4072 1194 1055 936 833 744 665 594 529 468 408 346 279 2003 1349 1213 1091 981 882 792 708 628 551 474 394 307 211 1044 1439 1306 1184 1072 967 869 776 687 598 509 417 320 216 1045 1494 1365 1243 1129 1021 918 819 722 626 530 430 327 218 1056 1529 1403 1282 1166 1056 950 847 745 644 542 438 331 220 1057 1428 1308 1192 1080 972 865 760 656 550 443 333 221 1058 1327 1211 1098 987 879 771 664 556 447 335 221 1059 1224 1110 998 888 779 670 560 449 336 222 105

10 1119 1007 895 785 674 563 451 337 222 105

70 p

sf

1 876 746 640 552 478 414 3582 1136 995 873 766 672 586 506 426 343 250 1393 1276 1133 1005 888 780 679 580 481 378 266 1424 1354 1212 1081 958 842 730 620 509 394 272 1435 1401 1260 1127 1000 879 760 642 524 402 276 1436 1431 1291 1156 1027 902 779 656 533 407 277 1447 1311 1176 1045 917 791 665 539 410 279 1448 1190 1058 928 800 672 543 412 279 1449 1067 936 806 676 545 414 280 144

10 942 810 679 548 415 280 144

80 p

sf

1 876 746 640 552 478 414 3582 1136 995 873 766 672 586 506 426 343 250 1393 1276 1133 1005 888 780 679 580 481 378 266 1424 1354 1212 1081 958 842 730 620 509 394 272 1435 1401 1260 1127 1000 879 760 642 524 402 276 1436 1431 1291 1156 1027 902 779 656 533 407 277 1447 1311 1176 1045 917 791 665 539 410 279 1448 1190 1058 928 800 672 543 412 279 1449 1067 936 806 676 545 414 280 144

10 942 810 679 548 415 280 144See page 2 for footnotes

1.5PLB18 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 22: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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20 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 498 445 400 363 332 305 2802 628 576 529 488 452 420 391 366 344 324 306 290 2743 712 667 624 584 547 514 483 455 430 408 387 368 351 335 3204 766 729 691 655 621 588 558 530 504 480 458 437 418 400 3845 802 771 740 708 677 647 619 592 566 542 519 498 478 459 4426 827 802 775 748 720 694 667 642 617 594 572 551 531 512 4947 823 801 778 754 730 706 683 660 638 616 596 576 557 5398 821 801 780 759 737 716 695 674 654 635 616 597 5809 818 800 781 762 743 724 705 686 668 649 632 615

10 816 800 783 765 748 730 713 696 679 662 646See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 8 9 10 11 12 12 132 9 10 11 12 12 13 14 14 15 15 15 15 163 9 10 11 12 13 14 14 15 16 16 17 17 17 17 184 9 10 11 12 13 14 15 16 16 17 17 18 18 19 195 9 10 11 12 13 14 15 16 17 18 18 19 19 20 206 9 10 11 13 14 15 16 16 17 18 19 19 20 20 217 10 12 13 14 15 16 17 18 18 19 20 20 21 218 12 13 14 15 16 17 18 19 19 20 21 21 229 13 14 15 16 17 18 19 20 21 21 22 22

10 14 15 16 17 18 19 20 21 22 22 23See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 529 473 426 386 353 325 2982 668 613 563 519 480 446 416 390 366 345 326 308 2913 758 709 663 621 582 546 514 485 458 434 411 391 373 356 3404 815 775 735 697 660 626 594 564 536 511 487 465 445 426 4095 853 821 787 753 720 689 658 629 602 577 552 530 509 489 4706 880 853 824 795 766 738 710 683 657 632 608 586 564 544 5257 876 852 827 802 776 751 726 702 678 656 634 613 593 5748 873 852 829 807 784 762 739 717 696 675 655 635 6179 871 851 831 811 791 770 750 730 710 691 672 654

10 869 851 833 814 796 777 759 740 722 704 687

10 p

sf

1 500 443 396 357 324 296 2712 631 575 526 483 445 411 382 356 332 312 293 276 2613 712 663 617 575 537 502 471 442 416 393 372 352 334 318 3034 763 720 679 641 605 571 540 511 484 460 437 416 397 379 3625 795 759 723 688 654 623 593 565 538 514 491 469 449 431 4136 817 785 753 722 691 661 633 606 581 557 534 513 492 473 4557 804 775 747 718 691 665 639 615 591 569 548 528 509 4918 792 765 739 714 689 665 641 619 597 577 557 538 5209 780 755 731 708 685 663 641 620 600 581 563 545

10 768 745 723 701 680 659 639 620 601 583 565

20 p

sf

1 470 413 366 327 294 266 2412 592 536 487 444 406 373 344 318 295 274 256 239 2243 664 613 567 524 486 452 420 392 366 343 322 302 284 268 2524 708 662 619 579 541 507 476 446 419 395 372 350 330 311 2945 735 693 653 616 580 546 515 486 458 433 409 386 364 344 3256 753 715 677 641 607 575 544 515 487 461 436 413 390 369 3487 730 694 660 627 595 565 536 508 482 457 433 409 387 3658 706 673 641 610 581 552 524 498 472 448 424 401 3789 684 652 622 593 564 537 510 485 460 435 412 389

10 661 631 602 574 547 520 494 469 444 420 397See page 2 for footnotes

1.5PLB22 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

DIAPHRAGM TABLES1.5PLB with Pneutek SDK63

Page 23: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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www.vulcraft.com VULCRAFT VPS1 21

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 438 382 335 295 262 234 2102 551 494 444 401 363 329 299 273 248 226 206 186 1683 614 560 512 468 428 391 358 328 300 273 248 223 199 174 1484 650 600 553 509 469 431 396 364 332 303 274 245 217 188 1585 673 625 579 536 496 458 421 387 354 322 290 259 228 196 1636 687 641 597 554 514 475 438 403 368 334 301 268 235 201 1667 652 609 567 527 488 450 414 378 343 308 274 239 204 1688 617 576 536 497 459 421 385 349 314 278 242 206 1709 582 542 503 465 427 390 354 317 281 245 208 171

10 547 508 469 432 394 357 320 283 246 209 171

40 p

sf

1 406 349 302 262 228 199 1742 508 449 397 352 311 275 241 209 177 144 1083 561 503 450 402 358 316 277 238 199 158 1154 590 534 481 431 384 339 296 253 209 164 1175 608 552 499 449 400 353 307 261 215 168 1196 619 564 511 460 410 362 314 267 219 170 1207 572 519 467 417 368 319 270 221 171 1208 525 473 422 372 322 272 222 172 1209 477 425 375 324 274 223 172 121

10 428 377 326 275 224 173 121

50 p

sf

1 373 315 266 225 189 156 1242 462 399 344 294 247 201 153 1013 505 441 382 326 272 219 164 1054 528 463 402 343 285 227 168 1065 541 476 413 352 292 232 170 1076 549 484 420 358 296 234 171 1077 489 425 362 299 236 172 1088 428 364 301 237 173 1089 366 302 238 173 108

10 303 238 173 108

60 p

sf

1 338 277 225 179 1342 413 344 281 221 1593 446 373 304 236 1674 462 388 315 243 1705 472 396 321 247 1716 477 401 325 249 1727 404 327 250 1738 328 251 1739 252 174

10 174

70 p

sf

1 300 235 176 1162 359 282 207 1283 383 300 217 1324 394 308 221 1335 400 312 223 1346 404 314 225 1347 316 225 1348 226 1349 134

10

80 p

sf

1 258 185 1092 301 211 1183 316 219 1204 323 223 1205 327 224 1216 329 225 1217 226 1218 1219

10See page 2 for footnotes

1.5PLB22 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 24: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 615 553 500 456 418 385 3572 775 718 666 618 576 538 503 473 445 420 398 378 3593 868 822 777 733 693 655 620 588 558 530 505 482 460 440 4224 923 887 850 813 777 743 710 678 649 621 595 570 547 526 5065 958 929 899 869 838 808 778 749 721 694 669 645 621 600 5796 980 958 934 908 882 856 830 804 778 753 729 706 684 662 6427 978 958 937 915 892 869 846 823 801 779 757 736 715 6958 976 958 939 920 900 880 859 839 819 799 779 759 7409 974 958 941 924 906 888 870 851 833 815 797 779

10 973 958 943 927 911 895 878 861 845 828 812See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 13 14 16 17 17 18 182 13 15 17 18 19 20 21 21 22 22 22 23 233 14 16 17 19 20 21 22 23 24 24 25 25 25 26 264 14 16 18 19 21 22 23 24 25 26 26 27 27 28 285 14 16 18 20 21 22 24 25 26 27 28 28 29 29 306 14 16 18 20 21 23 24 26 27 28 29 29 30 31 317 16 18 20 22 23 25 26 27 28 29 30 31 32 328 18 20 22 24 25 26 28 29 30 31 32 33 339 20 22 24 25 27 28 29 30 32 32 33 34

10 22 24 26 27 28 30 31 32 33 34 35See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 655 588 532 485 444 410 3802 825 764 708 658 613 572 536 503 474 447 423 402 3823 923 874 826 780 737 697 659 625 593 564 537 512 489 468 4494 982 943 904 865 827 790 755 722 690 660 633 607 582 559 5385 1019 989 957 924 892 859 828 797 767 739 712 686 661 638 6166 1043 1019 993 966 939 911 883 855 828 802 776 751 727 704 6837 1040 1019 997 973 949 925 900 876 852 828 805 783 761 7398 1038 1019 999 979 957 936 914 892 871 850 828 808 7889 1036 1019 1001 983 964 945 925 906 886 867 848 829

10 1035 1019 1003 986 969 952 934 916 899 881 863

10 p

sf

1 620 553 498 450 410 376 3462 778 717 662 612 568 528 493 461 432 407 383 362 3433 866 815 766 721 678 639 603 569 539 511 485 461 439 419 4004 917 874 833 792 754 717 682 650 620 591 565 540 517 495 4755 948 912 876 840 805 772 740 709 680 652 626 602 578 556 5356 968 937 905 873 842 811 782 753 725 699 674 650 627 605 5847 954 925 896 868 840 812 786 760 734 710 687 665 643 6228 940 913 887 861 835 810 786 762 739 716 695 674 6539 926 902 877 853 829 806 783 761 739 718 698 678

10 913 890 867 844 822 800 779 758 738 718 698

20 p

sf

1 584 517 462 415 375 341 3112 730 668 612 563 519 479 444 413 385 359 336 315 2963 807 753 702 655 612 572 536 502 472 444 418 394 371 350 3314 850 802 756 712 671 633 597 563 532 502 475 449 425 401 3805 876 832 790 749 710 673 638 605 573 543 515 488 462 437 4146 892 852 812 774 736 701 666 633 602 572 543 515 489 463 4387 865 827 790 755 720 686 654 623 593 563 535 508 481 4568 838 803 768 734 701 669 638 608 578 550 522 495 4689 811 777 744 712 680 649 619 590 561 533 505 478

10 785 752 720 689 658 628 598 569 541 513 486See page 2 for footnotes

1.5PLB20 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 25: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 546 480 424 377 337 303 2732 679 615 558 508 463 422 386 354 324 296 270 246 2223 745 686 632 582 536 493 454 417 383 350 319 289 258 228 1964 780 726 674 625 578 535 494 455 418 382 347 312 278 243 2075 801 749 699 651 605 561 519 478 439 401 364 327 289 252 2136 814 764 715 667 622 578 535 494 453 414 374 335 296 257 2177 774 726 679 633 589 546 504 463 422 381 341 301 260 2198 733 687 641 597 554 511 469 428 386 345 304 263 2219 692 647 603 559 516 474 432 390 348 306 264 222

10 652 607 563 520 477 435 393 350 308 266 223

40 p

sf

1 508 441 384 337 296 260 2292 625 558 498 445 396 352 311 271 232 192 149 1013 680 615 555 499 447 397 349 303 256 208 158 1044 708 645 585 528 473 420 369 318 267 215 161 1055 724 662 602 544 488 434 380 327 273 219 163 1066 734 673 613 555 498 442 387 332 277 221 164 1067 680 620 562 504 447 391 335 279 222 165 1078 625 566 508 451 394 337 280 223 165 1079 570 511 454 396 339 282 224 166 107

10 514 456 398 340 282 224 166 107

50 p

sf

1 467 399 340 291 246 206 1672 568 496 431 371 314 259 202 1423 612 539 470 405 341 278 214 1474 634 560 490 421 354 287 219 1495 646 572 500 430 361 291 221 1506 653 579 507 436 365 294 223 1517 584 511 439 367 296 224 1518 514 441 369 297 224 1519 443 370 298 225 151

10 371 298 225 151

60 p

sf

1 424 353 290 234 180 1202 508 428 354 282 209 1323 541 458 377 298 218 1344 557 471 388 305 221 1355 565 479 393 308 223 1366 570 483 397 310 224 1367 486 399 312 224 1368 400 313 225 1379 313 225 137

10 225 137

70 p

sf

1 378 301 229 1582 443 353 264 1743 466 370 275 1784 477 378 279 1795 483 382 281 1806 486 384 283 1817 386 284 1818 284 1819 181

10

80 p

sf

1 327 240 1512 374 269 1623 389 277 1644 395 281 1655 398 282 1666 400 283 1667 284 1668 1669

10See page 2 for footnotes

1.5PLB20 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 26: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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24 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 720 651 591 540 496 458 4252 902 842 786 734 686 643 604 569 537 508 482 458 4363 1000 954 908 863 820 779 740 704 671 640 611 584 559 536 5144 1056 1021 984 948 911 875 840 807 775 744 715 688 662 638 6155 1089 1062 1034 1004 974 943 913 883 854 826 798 772 747 723 7006 1110 1090 1067 1043 1018 992 967 940 915 889 864 840 816 793 7707 1108 1090 1070 1050 1028 1006 984 961 938 916 893 871 850 8298 1107 1090 1073 1055 1036 1017 997 977 957 937 917 897 8779 1105 1091 1075 1059 1042 1025 1007 989 971 953 935 917

10 1104 1091 1077 1062 1047 1032 1016 1000 983 967 951See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 18 20 22 23 24 25 252 19 22 24 25 27 28 29 30 30 31 31 31 313 20 22 25 27 28 30 31 32 33 34 34 35 35 35 354 20 23 25 28 29 31 33 34 35 36 37 38 38 39 395 20 23 26 28 30 32 34 35 37 38 39 40 41 41 426 21 23 26 28 31 33 35 36 38 39 40 41 42 43 447 24 26 29 31 33 35 37 39 40 42 43 44 45 468 26 29 31 34 36 38 39 41 43 44 45 46 479 29 32 34 36 38 40 42 43 45 46 47 48

10 32 34 37 39 41 42 44 45 47 48 49See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 766 692 629 574 527 487 4522 960 896 836 781 730 684 643 605 571 541 513 487 4643 1064 1015 966 918 872 829 788 749 714 681 650 621 595 570 5474 1123 1086 1047 1008 969 931 894 858 824 792 761 732 704 679 6545 1158 1130 1100 1068 1036 1004 971 940 909 879 849 821 795 769 7446 1181 1159 1135 1110 1083 1056 1028 1001 973 946 919 893 868 843 8197 1179 1160 1139 1117 1094 1070 1046 1022 998 974 950 927 904 8828 1177 1160 1142 1122 1102 1082 1060 1039 1018 996 975 954 9339 1176 1160 1144 1127 1109 1090 1072 1053 1033 1014 995 976

10 1175 1161 1146 1130 1114 1097 1081 1063 1046 1029 1011

10 p

sf

1 725 651 588 534 488 448 4132 904 840 780 725 676 631 591 554 522 492 465 440 4173 996 944 893 844 799 756 716 679 645 613 584 557 532 508 4864 1046 1003 961 919 878 840 803 768 734 703 674 646 620 595 5725 1076 1040 1003 967 931 896 862 830 798 768 740 713 687 663 6396 1095 1063 1031 998 966 935 904 874 844 816 789 763 738 714 6917 1079 1050 1020 991 962 934 906 878 852 826 801 777 753 7318 1063 1036 1009 982 956 929 904 878 854 830 807 784 7629 1048 1022 997 972 947 923 899 875 852 830 808 786

10 1033 1009 985 961 938 915 892 870 848 827 806

20 p

sf

1 683 609 546 493 447 407 3732 846 780 719 665 615 571 531 495 462 433 406 381 3593 926 868 814 764 716 673 632 595 560 528 498 470 444 419 3964 968 917 868 822 777 735 696 658 623 590 559 529 501 474 4485 992 946 901 858 816 775 737 700 665 631 599 568 539 510 4836 1007 964 922 881 841 802 764 728 693 659 627 595 565 536 5077 976 936 896 858 820 783 747 713 679 646 615 584 553 5248 946 907 870 833 797 761 727 693 660 628 597 566 5369 915 879 842 807 772 737 704 671 638 607 575 545

10 885 849 814 779 745 712 679 646 614 583 551See page 2 for footnotes

1.5PLB19 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 27: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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www.vulcraft.com VULCRAFT VPS1 25

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 640 565 502 448 402 363 3282 785 716 653 597 546 500 458 420 385 352 321 292 2633 852 789 729 674 622 574 530 487 447 409 372 336 300 263 2264 886 827 770 716 665 616 570 525 482 440 400 359 319 278 2365 906 849 794 741 690 641 593 547 503 459 415 372 329 286 2416 918 863 809 757 706 657 608 562 515 470 425 380 336 290 2457 871 819 767 716 667 618 571 524 478 432 386 340 293 2478 825 774 724 674 625 577 530 483 436 389 342 295 2489 779 729 679 630 582 534 486 439 392 344 297 249

10 733 683 634 585 537 489 441 394 346 298 250

40 p

sf

1 594 518 454 400 352 311 2742 721 647 580 519 463 412 363 316 269 221 170 1143 776 704 637 574 514 457 402 347 292 236 178 1174 803 733 666 601 539 479 420 362 303 243 181 1185 817 749 682 617 554 492 430 369 308 246 183 1196 826 758 691 626 562 499 436 374 311 248 184 1197 764 698 632 568 504 440 377 313 249 185 1198 702 636 571 507 443 379 314 250 185 1199 639 574 509 445 380 315 250 185 119

10 576 511 446 381 316 251 185 119

50 p

sf

1 546 468 401 343 292 243 1962 653 572 498 429 363 298 231 1613 696 614 537 462 389 316 242 1654 716 634 555 477 400 324 246 1675 727 645 564 485 406 328 248 1686 734 651 570 490 410 330 250 1687 655 574 493 412 331 250 1698 576 495 414 332 251 1699 496 415 333 251 169

10 415 334 251 169

60 p

sf

1 494 412 340 274 209 1382 581 491 405 322 237 1483 613 519 427 337 245 1514 628 532 437 343 248 1525 635 538 442 346 250 1526 640 542 445 348 251 1527 544 447 349 251 1528 448 350 251 1539 350 252 153

10 252 153

70 p

sf

1 439 349 266 1812 505 402 300 1963 527 418 310 1994 537 425 313 2015 542 428 315 2016 544 430 316 2027 432 317 2028 318 2029 202

10

80 p

sf

1 378 276 1722 424 304 1823 438 312 1844 443 315 1855 446 316 1856 448 317 1867 318 1868 1869

10See page 2 for footnotes

1.5PLB19 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 28: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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26 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 813 737 672 615 566 524 4872 1013 950 891 835 784 737 694 655 620 587 558 531 5063 1114 1068 1021 975 930 887 846 807 771 737 705 676 648 622 5984 1169 1135 1100 1063 1026 989 953 919 885 852 821 792 764 737 7125 1202 1176 1149 1120 1090 1060 1029 999 969 940 911 883 856 831 8066 1222 1203 1181 1158 1134 1109 1083 1057 1031 1006 980 955 930 906 8827 1220 1203 1185 1165 1144 1123 1101 1078 1056 1033 1011 988 966 9448 1219 1204 1187 1170 1152 1133 1114 1094 1074 1054 1034 1014 9959 1218 1204 1190 1174 1158 1141 1124 1107 1089 1071 1053 1035

10 1217 1204 1191 1177 1163 1148 1133 1117 1101 1085 1069See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 25 27 29 30 31 32 322 26 29 32 34 36 37 38 39 40 40 40 40 403 27 30 33 36 38 40 41 43 44 45 45 46 46 46 474 27 31 34 37 39 42 44 45 47 48 49 50 50 51 515 28 31 35 38 40 43 45 47 49 50 52 53 54 54 556 28 32 35 38 41 44 46 48 50 52 54 55 56 57 587 32 35 39 42 45 47 50 52 54 55 57 58 59 608 36 39 42 45 48 50 53 55 57 58 60 61 629 39 43 46 48 51 53 56 58 59 61 62 64

10 43 46 49 52 54 56 58 60 62 64 65See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 865 784 715 654 602 557 5182 1077 1011 948 889 834 784 739 697 659 625 593 565 5383 1185 1136 1086 1037 989 944 900 859 820 784 750 719 689 662 6364 1244 1208 1170 1131 1092 1053 1014 977 941 907 874 842 813 784 7575 1278 1251 1222 1191 1160 1127 1095 1063 1031 1000 969 940 911 884 8576 1300 1279 1256 1232 1206 1180 1153 1125 1097 1070 1043 1016 989 964 9397 1298 1280 1260 1239 1217 1194 1171 1147 1123 1099 1075 1051 1028 10058 1297 1281 1263 1245 1226 1206 1185 1164 1143 1122 1100 1079 10589 1296 1281 1265 1249 1232 1214 1196 1178 1159 1140 1121 1102

10 1295 1281 1267 1253 1237 1221 1205 1188 1172 1154 1137

10 p

sf

1 819 739 669 610 558 513 4742 1014 946 883 824 771 722 678 638 601 568 537 510 4843 1108 1054 1002 951 903 858 815 775 738 704 671 641 613 587 5634 1157 1114 1070 1027 985 945 906 869 834 800 768 738 710 683 6585 1186 1149 1112 1075 1038 1002 967 932 900 868 838 809 781 754 7296 1204 1172 1139 1105 1073 1040 1008 977 946 916 888 860 833 807 7837 1186 1157 1127 1096 1067 1037 1008 979 952 924 898 872 847 8238 1169 1141 1114 1086 1058 1031 1004 978 952 926 902 878 8549 1152 1126 1100 1074 1048 1023 997 973 948 924 901 878

10 1136 1111 1086 1061 1037 1012 989 965 942 919 897

20 p

sf

1 771 691 622 562 511 467 4282 947 877 812 753 700 651 607 567 531 498 467 440 4143 1027 968 911 857 806 759 715 674 636 600 567 536 507 479 4534 1069 1016 965 915 868 823 780 740 701 665 630 597 566 536 5075 1092 1044 996 950 906 863 821 781 743 706 671 637 604 573 5426 1106 1061 1016 973 930 888 848 809 771 734 698 664 630 597 5657 1072 1030 987 946 905 866 827 790 753 717 682 648 614 5818 1039 998 957 918 879 840 803 766 730 695 660 626 5939 1005 965 926 888 850 813 776 740 705 670 635 601

10 972 933 895 857 820 784 747 712 677 642 608See page 2 for footnotes

1.5PLB18 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 29: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 721 640 571 512 460 416 3772 877 803 735 674 618 567 520 478 438 401 365 331 2983 944 877 813 753 697 644 594 547 502 459 417 376 335 293 2514 977 914 853 795 739 685 634 585 537 490 444 399 353 307 2605 996 935 876 819 763 709 657 606 557 508 459 411 363 315 2656 1007 948 890 833 778 724 671 620 569 518 469 419 369 319 2687 956 899 843 788 734 681 628 577 525 475 424 373 322 2708 905 849 795 740 687 634 582 530 479 427 375 324 2719 854 799 745 692 639 586 534 481 429 377 325 272

10 803 749 695 642 589 536 484 431 379 326 273

40 p

sf

1 669 587 516 455 402 356 3142 804 723 650 583 521 463 408 354 301 246 188 1263 858 780 707 638 572 508 446 385 323 261 196 1284 884 808 735 664 596 529 464 399 333 267 199 1295 898 823 750 679 609 541 473 406 338 270 200 1306 906 832 759 688 617 548 479 410 341 271 201 1307 838 765 693 622 552 482 413 343 273 202 1308 769 697 626 555 485 414 344 273 202 1309 700 628 557 487 416 345 274 202 130

10 630 559 488 417 345 274 202 130

50 p

sf

1 614 529 455 390 331 276 2212 726 638 555 478 404 331 256 1773 768 679 593 510 429 348 266 1814 788 698 610 525 440 355 270 1835 798 708 619 532 446 359 272 1846 804 714 625 537 449 361 273 1847 717 628 539 451 362 274 1848 630 541 452 363 274 1849 542 453 364 274 185

10 454 364 275 185

60 p

sf

1 555 464 383 308 234 1532 644 545 449 356 261 1633 675 572 470 370 269 1654 689 583 479 376 272 1665 696 590 484 379 273 1666 700 593 487 380 274 1667 595 488 381 274 1668 489 382 275 1679 383 275 167

10 275 167

70 p

sf

1 491 391 297 2012 558 444 330 2153 579 459 339 2184 588 466 343 2195 593 469 345 2206 595 471 346 2207 472 346 2218 347 2219 221

10

80 p

sf

1 422 307 1902 467 334 1993 480 341 2014 485 344 2025 488 346 2026 490 346 2037 347 2038 2039

10See page 2 for footnotes

1.5PLB18 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 30: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 663 582 517 465 421 381 3482 848 756 680 616 562 517 478 444 413 384 359 337 3193 996 901 820 750 690 637 592 552 517 485 458 433 409 388 3694 1111 1020 938 866 802 746 696 652 612 577 545 517 491 467 4465 1200 1116 1037 966 901 843 790 743 701 662 627 596 567 541 5166 1269 1192 1119 1050 987 928 875 826 782 741 704 670 639 610 5847 1254 1187 1122 1061 1003 950 901 856 814 775 740 707 676 6488 1242 1182 1124 1069 1017 968 922 880 841 804 770 738 7099 1233 1178 1126 1075 1028 983 940 901 864 829 785 709

10 1225 1175 1127 1081 1037 995 956 919 875 785 709See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 40 40 40 39 38 37 362 44 45 45 45 44 43 42 41 40 38 37 36 353 47 48 49 49 49 48 47 46 45 44 43 42 41 39 384 49 51 52 53 53 52 52 51 50 49 48 47 45 44 435 50 53 55 56 56 56 56 55 54 53 52 51 50 49 486 52 55 57 58 59 59 59 58 58 57 56 55 54 53 527 56 58 60 61 61 62 61 61 60 59 58 57 56 558 60 62 63 64 64 64 64 63 62 62 61 60 599 63 65 66 66 66 66 66 65 64 64 63 62

10 66 67 68 68 68 68 68 67 66 65 65See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 706 619 550 495 448 405 3702 903 804 723 655 598 550 508 472 439 409 382 359 3393 1059 959 872 798 734 678 629 587 550 516 487 460 436 413 3924 1182 1085 998 921 854 794 740 693 651 614 580 549 522 497 4745 1277 1187 1104 1027 959 897 841 791 745 704 667 634 603 575 5496 1350 1269 1191 1117 1050 988 931 879 832 788 749 713 680 649 6217 1334 1262 1193 1128 1067 1011 958 910 866 825 787 752 719 6908 1322 1257 1196 1137 1082 1030 981 936 894 855 819 785 7099 1311 1253 1197 1144 1093 1045 1000 958 919 875 785 709

10 1303 1250 1199 1150 1103 1059 1017 977 875 785 709

10 p

sf

1 685 599 530 475 429 387 3522 880 782 701 634 577 529 487 451 420 390 364 341 3213 1033 933 847 773 709 654 606 564 527 494 465 438 415 393 3744 1151 1054 968 892 825 766 714 667 626 589 555 525 498 473 4515 1241 1151 1069 993 926 865 810 761 716 676 640 607 576 549 5246 1310 1228 1150 1078 1012 951 895 844 798 756 717 682 650 620 5927 1289 1217 1149 1085 1025 969 918 871 828 788 751 717 686 6578 1272 1208 1147 1089 1035 984 937 893 853 815 780 747 7099 1257 1199 1144 1091 1042 995 952 911 873 837 785 709

10 1244 1191 1141 1093 1047 1004 963 925 875 785 709

20 p

sf

1 665 579 510 454 409 368 3332 857 759 679 611 555 507 466 430 399 371 346 323 3033 1006 906 821 747 684 629 582 540 503 471 442 416 392 371 3524 1119 1023 937 862 796 737 686 640 599 562 529 500 473 448 4265 1204 1114 1032 958 891 831 777 728 685 645 609 577 547 520 4956 1269 1186 1109 1037 971 911 856 806 761 720 682 647 616 586 5607 1243 1170 1102 1038 979 924 874 828 786 747 711 678 647 6188 1220 1155 1094 1037 983 933 887 844 805 768 734 702 6729 1200 1141 1086 1034 985 939 896 856 819 784 752 709

10 1181 1128 1077 1029 984 942 902 865 829 785 709See page 2 for footnotes

1.5PLB22 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 645 559 490 434 388 350 3152 834 736 656 589 533 485 444 408 377 350 326 304 2853 978 878 794 721 658 604 557 515 479 446 417 392 368 347 3284 1086 990 905 830 765 707 655 610 570 533 501 471 445 420 3985 1167 1076 994 920 854 794 741 693 650 611 575 543 514 487 4626 1227 1143 1065 993 927 868 813 764 719 678 641 607 575 546 5207 1195 1121 1052 988 929 875 825 779 737 699 663 630 599 5718 1166 1100 1038 980 927 877 831 788 749 712 678 646 6169 1139 1080 1023 971 921 875 832 792 755 720 687 656

10 1114 1059 1008 959 913 870 830 792 757 723 692

40 p

sf

1 625 538 470 414 368 330 2962 810 713 633 566 510 462 421 386 355 328 303 282 2623 949 850 765 693 631 577 530 489 452 420 391 365 3424 1052 956 871 797 731 674 623 578 537 501 468 439 4125 1128 1036 954 880 813 754 701 653 610 571 535 503 4736 1184 1098 1019 946 880 820 766 716 671 630 592 557 5257 1146 1070 999 934 875 820 769 723 680 641 604 5708 1110 1042 978 919 864 813 766 722 682 643 6079 1076 1014 956 901 850 803 758 716 677 639

10 1043 986 932 881 833 788 745 705 666

50 p

sf

1 604 518 449 393 348 309 2772 786 689 609 542 486 438 398 362 331 304 2803 920 821 736 664 602 548 501 459 423 390 3614 1017 920 835 761 695 638 586 541 500 463 4295 1088 995 912 837 770 710 656 608 563 523 4866 1140 1051 970 896 829 768 712 662 615 572 5327 1094 1016 943 876 815 758 705 657 611 5698 1051 980 913 852 794 741 691 643 5999 1009 943 882 824 770 718 670 623

10 968 906 848 793 741 691 643

60 p

sf

1 584 497 428 373 327 289 2562 761 664 584 517 461 414 373 337 3063 889 790 705 633 570 516 469 427 3894 981 883 797 722 656 597 545 498 4555 1047 952 867 791 722 661 605 554 5076 1094 1003 919 843 773 710 651 597 5477 1041 959 883 813 748 688 631 5778 989 914 844 778 716 657 6029 939 868 802 739 678 621

10 888 821 757 695 636

70 p

sf

1 563 476 408 352 306 268 2352 736 638 558 492 435 387 346 3093 858 758 673 600 536 481 432 3884 944 844 757 681 613 552 497 4465 1004 907 819 740 669 605 545 4896 1047 952 865 785 712 644 581 5207 986 899 819 744 674 607 5448 925 844 768 697 628 5619 864 787 714 644 575

10 802 728 656 585

80 p

sf

1 542 455 386 330 284 246 2132 710 612 532 464 407 358 3153 826 725 638 564 498 440 3884 905 804 714 635 564 499 4385 960 859 768 686 611 540 4736 999 899 808 723 644 570 4987 928 836 750 669 591 5168 858 770 687 607 5299 786 701 619 538

10 712 628 546See page 2 for footnotes

1.5PLB22 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 32: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 819 721 643 579 526 481 4402 1063 955 863 785 719 663 614 571 534 501 471 442 4173 1245 1139 1044 961 888 824 768 718 674 635 599 568 539 513 4894 1378 1280 1190 1107 1032 965 905 851 802 758 718 681 648 618 5915 1476 1389 1305 1226 1153 1086 1025 968 917 870 826 787 751 717 6876 1547 1471 1396 1323 1254 1189 1128 1071 1019 970 925 884 845 810 7767 1535 1468 1402 1337 1276 1217 1161 1109 1060 1015 972 932 895 8608 1525 1465 1406 1348 1293 1239 1188 1140 1095 1052 1011 973 9379 1517 1463 1410 1357 1307 1258 1211 1166 1124 1083 1045 947

10 1511 1462 1413 1365 1318 1273 1230 1188 1148 1050 947See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 55 54 53 51 49 47 452 62 63 62 61 59 58 56 54 52 50 48 47 453 67 68 69 68 67 66 64 62 60 59 57 55 53 52 504 71 73 74 74 73 72 71 69 68 66 64 63 61 59 585 73 76 78 78 78 78 77 75 74 72 71 69 67 66 646 75 79 81 82 83 82 82 81 79 78 76 75 73 72 707 81 84 85 86 86 86 85 84 83 81 80 78 77 758 86 88 89 90 89 89 88 87 86 85 83 82 809 90 92 93 93 92 92 91 90 89 87 86 84

10 94 95 96 95 95 94 93 92 91 90 88See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 871 767 684 616 559 512 4682 1131 1016 918 835 765 705 653 608 568 533 501 470 4433 1325 1211 1111 1023 945 877 817 764 717 675 638 604 573 545 5204 1466 1362 1266 1178 1098 1027 963 905 853 806 764 725 690 658 6285 1570 1477 1388 1305 1227 1156 1090 1030 975 925 879 837 799 763 7306 1646 1565 1485 1408 1334 1265 1200 1140 1084 1032 984 940 899 861 8267 1633 1562 1491 1423 1357 1294 1235 1180 1128 1079 1034 992 952 9158 1623 1559 1496 1435 1375 1318 1264 1213 1165 1119 1076 1035 9479 1614 1557 1500 1444 1390 1338 1288 1241 1195 1152 1050 947

10 1607 1555 1503 1452 1403 1355 1308 1264 1170 1050 947

10 p

sf

1 848 744 661 593 537 489 4472 1104 989 892 810 740 680 628 583 544 509 478 450 4233 1291 1178 1079 991 915 848 788 736 690 648 611 577 547 520 4954 1426 1322 1227 1140 1062 992 928 872 821 774 733 695 660 629 6005 1524 1431 1342 1260 1183 1113 1049 990 937 888 843 802 764 729 6976 1596 1513 1432 1355 1283 1215 1151 1092 1038 988 941 898 858 822 7877 1576 1503 1432 1364 1299 1238 1180 1126 1076 1029 985 944 905 8708 1558 1494 1430 1369 1311 1255 1202 1152 1106 1061 1020 981 9449 1543 1485 1427 1372 1319 1268 1219 1173 1129 1088 1049 947

10 1529 1476 1424 1373 1324 1277 1232 1190 1149 1050 947

20 p

sf

1 825 721 638 570 514 467 4262 1076 961 865 783 714 654 603 558 519 485 454 426 4023 1257 1145 1046 959 883 817 758 707 661 620 583 550 520 493 4684 1386 1282 1186 1100 1023 954 892 836 786 740 699 662 628 597 5685 1478 1383 1295 1212 1137 1067 1004 947 894 846 802 762 725 691 6606 1544 1459 1378 1300 1228 1160 1098 1040 987 938 892 850 811 775 7427 1517 1442 1370 1301 1237 1176 1119 1066 1017 970 928 888 850 8158 1492 1425 1360 1299 1240 1185 1133 1084 1038 995 954 916 8819 1469 1408 1350 1294 1240 1190 1142 1096 1053 1013 974 938

10 1448 1392 1339 1287 1238 1191 1146 1104 1063 1025 947See page 2 for footnotes

1.5PLB20 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 33: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 802 698 615 547 491 444 4042 1047 933 837 756 687 628 577 532 494 459 429 401 3773 1222 1110 1011 925 850 784 726 675 630 589 553 520 490 463 4384 1344 1239 1144 1059 982 913 852 797 747 702 662 625 591 560 5325 1430 1334 1244 1162 1087 1018 955 898 846 799 756 716 679 645 6146 1491 1404 1320 1242 1169 1102 1040 982 929 880 835 794 755 719 6867 1456 1378 1304 1235 1169 1108 1051 998 949 903 860 820 783 7488 1423 1353 1287 1223 1164 1108 1055 1006 959 916 875 837 8009 1392 1328 1267 1209 1154 1103 1053 1007 963 922 883 846

10 1362 1303 1247 1193 1142 1093 1047 1003 962 922 884

40 p

sf

1 778 675 591 523 467 420 3812 1018 904 809 728 659 601 550 505 467 432 402 374 3503 1186 1073 975 890 815 750 692 641 596 555 519 486 456 429 4044 1301 1195 1100 1014 938 869 808 753 704 659 618 581 547 516 4865 1381 1283 1192 1109 1033 964 901 844 792 744 700 660 622 588 5556 1437 1346 1261 1181 1106 1038 975 917 863 813 767 725 685 647 6127 1393 1312 1235 1164 1096 1034 975 921 870 822 778 736 696 6588 1352 1278 1208 1142 1080 1022 967 915 867 821 777 736 6969 1311 1243 1179 1118 1060 1005 953 903 856 811 768 727

10 1272 1208 1148 1090 1035 983 933 885 839 795 753

50 p

sf

1 755 651 568 500 444 397 3572 989 875 779 699 630 572 521 477 438 403 373 345 3203 1148 1036 938 852 778 712 655 603 558 517 480 446 4154 1256 1149 1053 967 890 821 759 704 653 607 565 526 4895 1330 1229 1137 1052 975 905 840 782 728 678 632 589 5486 1382 1287 1198 1115 1039 968 903 842 786 733 684 637 5927 1329 1243 1163 1087 1017 951 889 831 776 724 675 6278 1278 1199 1125 1055 988 926 867 810 756 704 6549 1227 1154 1084 1018 955 895 837 781 727 675

10 1177 1108 1041 978 917 858 801 746 692

60 p

sf

1 731 627 544 476 420 373 3332 958 844 749 668 600 541 490 445 406 371 339 3093 1110 997 898 812 737 671 612 560 513 470 430 3924 1211 1102 1004 916 838 767 704 646 593 543 496 4515 1279 1174 1079 991 912 839 772 709 651 597 544 4936 1326 1226 1132 1046 966 891 822 757 695 636 579 5237 1263 1172 1086 1006 930 859 792 727 665 605 5458 1201 1117 1036 960 888 819 752 687 624 5619 1140 1060 983 910 839 771 704 638 573

10 1078 1001 927 855 785 717 649 582

70 p

sf

1 707 603 519 452 396 348 3082 927 813 717 636 567 508 456 410 368 330 2943 1071 956 856 769 692 624 563 508 457 408 3604 1164 1052 951 861 780 707 639 576 517 459 4015 1225 1117 1017 926 842 765 692 624 558 493 4286 1268 1162 1064 972 887 806 730 657 586 516 4467 1195 1097 1005 919 836 757 681 606 532 4588 1122 1030 942 858 777 699 621 544 4669 1049 960 875 793 712 632 553 473

10 974 888 804 722 640 559 477

80 p

sf

1 682 578 495 427 370 323 2822 895 780 684 602 532 470 416 366 3193 1030 913 811 722 642 571 505 443 3824 1115 1000 896 802 716 637 563 491 4195 1171 1057 953 856 766 682 601 522 4426 1209 1097 992 894 801 712 626 542 4577 1124 1020 920 825 733 644 556 4678 1040 939 843 749 657 566 4749 954 856 760 666 573 479

10 866 769 673 578 482See page 2 for footnotes

1.5PLB20 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 34: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 960 848 757 683 621 569 5252 1254 1133 1028 939 862 796 739 689 644 605 570 539 5103 1463 1347 1243 1150 1067 994 928 870 818 772 730 692 657 626 5974 1608 1505 1409 1319 1236 1161 1092 1030 974 922 875 832 793 757 7245 1709 1621 1535 1452 1374 1300 1232 1168 1110 1056 1006 960 918 879 8426 1782 1707 1631 1557 1484 1415 1349 1287 1228 1174 1123 1075 1031 990 9517 1771 1705 1639 1573 1509 1447 1387 1331 1277 1226 1178 1133 1090 10508 1763 1704 1645 1586 1528 1472 1418 1366 1316 1269 1224 1181 11419 1756 1703 1650 1597 1544 1493 1444 1396 1350 1305 1263 1195

10 1751 1702 1654 1605 1557 1510 1465 1420 1377 1324 1195See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 71 70 67 64 62 59 562 82 82 81 79 77 74 72 69 66 64 62 59 573 90 91 91 90 88 86 84 81 79 76 74 72 69 67 654 95 98 98 98 97 95 93 91 89 87 84 82 80 78 755 99 103 104 105 104 103 102 100 98 95 93 91 89 87 846 102 107 109 110 110 109 108 107 105 103 101 99 97 95 927 110 113 114 115 115 114 113 111 110 108 106 104 102 1008 116 118 119 119 119 118 117 115 114 112 110 108 1069 121 123 123 123 123 122 120 119 117 116 114 112

10 126 127 127 127 126 125 124 122 121 119 117See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 1021 902 805 726 661 605 5582 1335 1205 1094 999 917 847 786 733 686 644 607 574 5423 1556 1433 1323 1223 1135 1057 988 926 871 821 776 736 699 666 6364 1710 1602 1499 1403 1315 1235 1162 1096 1036 981 931 885 844 806 7705 1818 1725 1633 1545 1461 1383 1310 1243 1181 1123 1070 1022 976 935 8966 1896 1816 1736 1656 1579 1505 1435 1369 1307 1249 1195 1144 1097 1053 10127 1884 1814 1744 1674 1605 1539 1476 1416 1358 1304 1253 1205 1160 11178 1876 1813 1750 1687 1626 1566 1509 1453 1400 1350 1302 1257 11959 1868 1812 1755 1698 1643 1588 1536 1485 1436 1389 1324 1195

10 1862 1811 1759 1708 1657 1607 1558 1511 1465 1324 1195

10 p

sf

1 995 876 779 700 635 580 5332 1302 1173 1063 969 888 818 757 704 658 616 579 547 5173 1515 1393 1284 1186 1099 1022 953 892 838 789 745 705 669 636 6064 1662 1553 1451 1356 1270 1191 1119 1054 996 942 893 848 808 770 7365 1763 1668 1576 1488 1406 1329 1258 1192 1132 1076 1024 977 933 892 8546 1835 1753 1671 1591 1514 1441 1372 1308 1248 1191 1139 1090 1044 1002 9627 1815 1742 1670 1600 1532 1467 1405 1346 1290 1238 1189 1142 1099 10588 1798 1732 1668 1605 1544 1485 1428 1375 1323 1275 1229 1185 11449 1782 1723 1664 1607 1552 1498 1446 1397 1349 1304 1261 1195

10 1767 1713 1660 1608 1557 1508 1460 1414 1370 1324 1195

20 p

sf

1 969 849 753 674 609 554 5072 1269 1140 1031 937 857 788 728 675 629 588 551 518 4893 1474 1352 1243 1146 1060 984 916 856 802 754 711 672 636 603 5744 1612 1503 1401 1307 1221 1144 1073 1009 952 899 851 807 767 730 6975 1707 1610 1517 1429 1347 1271 1201 1137 1077 1022 972 926 883 843 8066 1774 1687 1603 1522 1445 1373 1304 1241 1182 1126 1075 1027 983 941 9027 1744 1668 1593 1522 1453 1388 1326 1268 1213 1162 1114 1069 1026 9868 1717 1649 1582 1517 1455 1396 1339 1286 1235 1187 1142 1099 10599 1692 1629 1568 1510 1453 1399 1347 1297 1250 1205 1162 1122

10 1668 1610 1554 1500 1448 1397 1349 1303 1258 1216 1176See page 2 for footnotes

1.5PLB19 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 35: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 942 823 727 648 583 528 4812 1235 1107 998 905 825 757 697 645 599 558 522 489 4603 1431 1309 1201 1104 1019 944 877 818 764 717 674 635 600 567 5384 1561 1450 1348 1254 1169 1093 1023 960 903 851 803 760 720 684 6505 1649 1549 1455 1366 1284 1208 1139 1075 1016 961 912 865 823 783 7476 1711 1620 1533 1450 1372 1298 1230 1166 1107 1052 1001 953 908 867 8287 1671 1591 1513 1439 1368 1302 1239 1181 1126 1074 1025 980 937 8968 1634 1561 1491 1423 1359 1298 1240 1185 1134 1085 1038 995 9539 1599 1531 1467 1405 1345 1288 1234 1183 1134 1087 1043 1001

10 1564 1501 1441 1383 1328 1274 1223 1175 1128 1083 1040

40 p

sf

1 915 796 700 622 556 502 4552 1200 1073 964 872 792 724 664 612 567 526 490 457 4283 1387 1265 1156 1060 976 901 834 775 722 675 632 593 557 524 4944 1509 1396 1293 1199 1114 1037 967 904 847 795 747 703 663 626 5915 1591 1487 1390 1300 1216 1140 1069 1005 945 890 839 792 748 707 6686 1646 1551 1460 1374 1293 1218 1148 1083 1022 965 912 862 816 772 7307 1597 1511 1429 1351 1277 1208 1143 1082 1024 970 918 870 823 7798 1549 1470 1395 1323 1255 1190 1129 1071 1015 963 912 864 8189 1502 1429 1359 1292 1228 1166 1108 1052 998 946 897 849

10 1456 1387 1321 1257 1196 1137 1081 1027 974 923 874

50 p

sf

1 888 769 673 595 530 475 4282 1165 1037 929 836 757 689 630 578 532 491 454 421 3913 1342 1219 1110 1014 929 854 787 727 674 625 581 540 503 468 4344 1456 1340 1235 1140 1053 975 905 840 782 728 678 631 587 546 5065 1530 1422 1322 1229 1144 1065 992 925 863 805 750 699 650 603 5576 1581 1479 1384 1293 1209 1130 1057 988 923 862 805 749 696 645 5947 1520 1428 1340 1257 1179 1105 1035 969 906 846 787 731 676 6228 1461 1375 1294 1216 1142 1071 1004 939 877 816 757 700 6429 1402 1322 1244 1170 1099 1031 965 901 839 778 717 658

10 1343 1267 1193 1121 1052 985 920 856 793 731 670

60 p

sf

1 860 741 646 567 502 447 4012 1128 1000 892 800 720 652 592 539 492 450 412 376 3423 1295 1171 1061 963 878 801 733 672 616 564 516 470 4264 1400 1282 1174 1076 988 907 834 766 703 644 588 534 4805 1468 1356 1251 1154 1065 982 905 833 765 700 638 577 5166 1514 1406 1304 1209 1119 1035 956 880 809 740 672 606 5407 1442 1342 1248 1158 1073 992 915 840 768 697 627 5578 1370 1277 1187 1102 1020 941 864 789 715 642 5699 1298 1209 1123 1041 960 882 805 729 653 577

10 1226 1140 1056 975 895 817 739 662 584

70 p

sf

1 832 713 618 539 474 419 3722 1090 962 853 760 680 610 549 494 445 398 354 3093 1247 1120 1008 909 821 742 671 605 543 484 425 3654 1344 1221 1109 1008 915 830 752 677 606 537 467 3965 1405 1286 1176 1074 979 890 806 725 647 571 493 4146 1446 1330 1222 1119 1022 931 843 758 675 593 510 4257 1361 1253 1151 1053 959 869 781 694 608 521 4338 1277 1174 1075 980 888 797 708 619 529 4389 1191 1092 996 902 809 718 626 534 441

10 1105 1008 912 818 725 632 539 444

80 p

sf

1 804 685 589 510 444 389 3412 1051 922 812 718 636 564 499 439 381 323 2603 1197 1068 953 850 758 674 596 522 448 372 2894 1285 1157 1041 934 836 744 656 570 485 397 3035 1340 1215 1098 988 885 788 693 600 507 411 3116 1376 1252 1135 1025 919 817 717 619 520 419 3157 1279 1162 1050 942 837 734 632 529 425 3188 1180 1068 958 851 746 641 535 429 3199 1081 970 861 754 647 540 431 321

10 979 869 760 652 543 433 322See page 2 for footnotes

1.5PLB19 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 36: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

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34 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 1086 962 860 777 707 648 5982 1424 1291 1176 1077 991 917 852 795 745 700 660 624 5923 1652 1531 1419 1318 1227 1146 1073 1007 949 896 848 805 765 729 6974 1806 1701 1600 1505 1416 1334 1259 1190 1127 1070 1017 969 924 883 8465 1910 1822 1734 1648 1566 1488 1414 1346 1282 1222 1167 1116 1068 1024 9836 1983 1909 1834 1758 1683 1611 1542 1475 1413 1354 1298 1246 1197 1151 11077 1974 1909 1842 1776 1710 1646 1584 1524 1466 1412 1360 1311 1264 12208 1966 1908 1849 1790 1731 1673 1617 1563 1510 1459 1411 1365 13209 1960 1908 1855 1801 1748 1696 1645 1595 1546 1499 1454 1410

10 1955 1907 1859 1811 1762 1714 1667 1621 1576 1533 1447See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 88 86 82 79 75 71 682 104 103 101 99 96 92 89 86 82 79 76 74 713 114 116 115 113 111 108 105 102 99 96 93 90 87 84 824 122 124 125 124 123 120 118 115 112 109 106 103 101 98 955 127 131 132 133 132 130 128 126 123 121 118 115 112 109 1076 131 136 138 139 139 138 137 135 133 130 128 125 122 120 1177 140 143 145 146 145 144 143 141 138 136 134 131 129 1268 147 150 151 151 150 149 148 146 144 141 139 137 1349 154 155 156 156 155 154 152 150 148 146 144 141

10 159 160 160 160 159 158 156 154 152 150 148See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 1156 1023 915 826 752 690 6372 1514 1374 1251 1146 1055 976 906 846 792 745 702 664 6303 1758 1628 1509 1402 1305 1219 1141 1072 1009 953 902 856 814 776 7414 1921 1809 1702 1601 1506 1419 1340 1266 1199 1138 1082 1031 983 940 9005 2032 1938 1844 1753 1666 1582 1504 1431 1363 1300 1241 1187 1136 1089 10456 2110 2031 1951 1870 1791 1714 1640 1570 1503 1440 1381 1325 1273 1224 11787 2100 2030 1960 1889 1819 1751 1685 1621 1560 1502 1447 1394 1345 12988 2092 2030 1967 1904 1842 1780 1720 1662 1606 1553 1501 1452 14059 2085 2030 1973 1916 1860 1804 1750 1696 1645 1595 1547 1447

10 2080 2029 1978 1926 1875 1824 1774 1725 1677 1603 1447

10 p

sf

1 1127 994 886 798 724 662 6082 1477 1337 1216 1111 1021 942 874 814 761 714 672 634 6003 1711 1582 1464 1358 1262 1177 1101 1032 971 916 866 820 779 742 7074 1865 1752 1645 1545 1452 1367 1289 1217 1152 1092 1037 987 941 898 8595 1969 1872 1778 1686 1600 1518 1442 1370 1304 1243 1186 1133 1084 1038 9966 2041 1958 1875 1793 1714 1637 1565 1496 1431 1370 1313 1259 1209 1161 11177 2020 1947 1874 1802 1732 1664 1599 1536 1477 1421 1368 1317 1269 12248 2002 1936 1871 1807 1744 1683 1624 1567 1512 1460 1411 1363 13189 1985 1926 1867 1808 1751 1696 1642 1590 1539 1491 1445 1400

10 1969 1915 1861 1808 1756 1705 1655 1607 1560 1515 1447

20 p

sf

1 1097 965 857 769 695 633 5802 1439 1300 1179 1076 986 908 840 781 728 681 640 602 5693 1662 1533 1416 1311 1217 1133 1058 990 930 875 826 782 741 704 6704 1807 1694 1586 1487 1395 1310 1233 1163 1099 1040 987 938 892 851 8125 1904 1804 1708 1616 1530 1448 1373 1303 1238 1178 1122 1070 1023 978 9376 1970 1882 1796 1712 1632 1555 1483 1415 1351 1291 1235 1182 1133 1087 10447 1939 1861 1784 1710 1638 1570 1504 1442 1384 1328 1276 1226 1180 11368 1910 1839 1770 1703 1639 1576 1517 1460 1405 1354 1305 1258 12149 1882 1818 1755 1693 1634 1577 1522 1469 1419 1370 1324 1280

10 1855 1796 1738 1681 1626 1573 1522 1473 1425 1380 1336See page 2 for footnotes

1.5PLB18 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 37: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

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K63

www.vulcraft.com VULCRAFT VPS1 35

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 1067 935 828 740 666 604 5512 1400 1261 1141 1038 949 872 805 746 694 647 606 569 5353 1613 1483 1367 1262 1169 1086 1011 945 885 831 782 738 698 661 6284 1749 1633 1525 1425 1333 1249 1173 1103 1040 982 929 880 836 794 7565 1838 1734 1635 1542 1455 1373 1298 1228 1163 1104 1048 997 949 905 8636 1898 1805 1714 1628 1545 1467 1394 1325 1261 1200 1144 1091 1042 996 9527 1856 1772 1691 1613 1539 1468 1401 1337 1278 1221 1168 1117 1070 10258 1815 1739 1665 1594 1525 1460 1398 1339 1283 1229 1179 1130 10849 1775 1705 1636 1571 1507 1447 1388 1333 1279 1228 1180 1133

10 1736 1670 1607 1545 1486 1428 1373 1320 1269 1220 1173

40 p

sf

1 1037 905 798 710 637 575 5222 1360 1221 1102 1000 911 835 768 709 657 611 569 532 4993 1562 1432 1315 1210 1117 1034 960 894 834 781 732 688 647 610 5754 1688 1570 1460 1359 1267 1183 1106 1036 972 914 860 811 765 722 6835 1770 1662 1560 1464 1374 1291 1215 1144 1078 1017 960 907 857 811 7676 1825 1726 1630 1539 1453 1372 1296 1225 1158 1095 1037 981 929 879 8327 1770 1680 1593 1511 1432 1357 1286 1219 1156 1096 1039 984 932 8828 1717 1634 1554 1477 1404 1334 1267 1203 1142 1083 1027 973 9219 1665 1587 1512 1440 1370 1304 1240 1178 1119 1061 1006 952

10 1613 1539 1468 1399 1333 1269 1207 1147 1088 1032 977

50 p

sf

1 1007 875 768 680 607 545 4932 1319 1180 1061 959 871 794 727 668 616 570 528 490 4553 1509 1378 1260 1155 1061 978 903 836 776 721 671 624 581 540 5014 1626 1504 1392 1289 1195 1109 1031 959 893 832 776 722 672 624 5785 1701 1588 1481 1381 1288 1202 1122 1048 978 913 852 794 738 684 6316 1751 1644 1542 1445 1354 1269 1188 1112 1041 973 908 845 785 726 6697 1683 1585 1492 1402 1317 1237 1160 1086 1016 949 883 820 757 6968 1617 1526 1438 1353 1273 1195 1121 1049 979 912 845 780 7159 1551 1465 1381 1300 1222 1147 1074 1003 933 865 797 730

10 1485 1402 1321 1243 1167 1093 1021 950 880 811 742

60 p

sf

1 976 844 737 649 576 514 4622 1277 1137 1018 916 827 750 683 623 569 521 477 435 3963 1455 1321 1202 1095 1000 915 839 769 706 647 591 538 486 434 3804 1563 1436 1320 1214 1117 1028 946 870 799 731 667 604 542 479 4145 1631 1511 1398 1293 1195 1104 1019 938 862 788 717 648 578 507 4346 1675 1560 1451 1347 1250 1157 1069 986 906 828 752 677 601 525 4477 1594 1488 1386 1288 1195 1106 1020 937 855 776 697 617 537 4558 1514 1413 1316 1223 1132 1045 959 876 793 711 629 546 4619 1434 1337 1243 1152 1063 976 890 806 721 637 552 465

10 1353 1259 1167 1077 989 902 815 729 643 556 468

70 p

sf

1 945 813 706 618 544 482 4292 1233 1093 973 869 780 701 632 569 512 458 406 353 2973 1400 1262 1140 1031 933 845 764 689 618 549 481 411 3364 1498 1366 1245 1134 1031 936 848 764 683 603 524 441 3555 1559 1431 1312 1200 1095 996 902 812 724 637 549 459 3656 1598 1474 1356 1244 1138 1036 939 844 751 658 565 469 3717 1504 1387 1275 1168 1064 964 866 769 672 575 476 3758 1409 1297 1189 1084 982 881 782 682 582 481 3789 1313 1205 1099 995 892 791 689 588 484 380

10 1217 1110 1005 901 798 695 591 487 381

80 p

sf

1 913 781 673 585 511 448 3942 1188 1046 925 819 727 645 571 502 435 367 293 2063 1342 1201 1075 961 858 764 675 589 504 416 322 2174 1431 1292 1165 1047 938 834 735 638 540 440 335 2225 1485 1349 1221 1101 987 878 771 667 561 454 342 2246 1520 1386 1258 1136 1019 906 795 685 574 462 346 2257 1411 1283 1160 1041 925 811 697 583 467 348 2268 1301 1177 1057 938 822 705 588 470 350 2279 1190 1068 948 829 711 592 473 351 227

10 1076 955 835 716 595 474 352 227See page 2 for footnotes

1.5PLB18 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 38: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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36 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 495 443 399 362 331 304 2792 625 574 527 486 450 418 390 365 343 323 305 289 2733 709 664 621 581 545 512 482 454 429 406 386 367 350 334 3194 762 725 688 652 618 586 556 528 503 479 457 436 417 399 3835 798 767 736 705 674 645 616 590 564 540 518 497 477 458 4416 822 797 771 744 717 690 664 639 615 592 570 549 529 510 4927 819 797 774 750 726 703 680 657 635 614 594 574 556 5388 816 796 776 755 734 713 692 671 652 632 613 595 5789 814 796 777 759 740 721 702 683 665 647 630 613

10 812 796 779 762 744 727 710 693 676 659 643See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 8 9 10 11 12 12 132 9 10 11 12 12 13 14 14 15 15 15 15 163 9 10 11 12 13 14 14 15 16 16 17 17 17 17 184 9 10 11 12 13 14 15 16 16 17 17 18 18 19 195 9 10 11 12 13 14 15 16 17 18 18 19 19 20 206 9 10 11 13 14 15 16 16 17 18 19 19 20 20 217 10 12 13 14 15 16 17 18 18 19 20 20 21 218 12 13 14 15 16 17 18 19 19 20 21 21 229 13 14 15 16 17 18 19 20 21 21 22 22

10 14 15 16 17 18 19 20 21 22 22 23See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 527 471 424 385 352 323 2972 665 610 561 517 479 445 415 388 365 344 325 307 2903 754 706 661 618 580 544 512 483 456 432 410 390 372 355 3404 811 771 732 694 658 624 592 562 535 509 486 464 444 425 4085 849 816 783 750 717 686 656 627 600 575 551 528 507 487 4696 875 848 820 791 763 735 707 680 654 630 606 584 563 543 5247 871 847 823 798 773 748 723 699 676 653 632 611 591 5728 868 847 825 803 781 758 736 714 693 672 652 633 6159 866 847 827 807 787 767 746 727 707 688 670 652

10 864 846 828 810 792 773 755 737 719 702 684

10 p

sf

1 498 441 395 355 322 294 2702 628 573 524 481 443 410 381 355 331 311 292 275 2603 708 660 614 573 535 500 469 441 415 392 371 351 333 317 3024 758 716 676 638 602 569 538 509 483 458 436 415 396 378 3615 791 755 719 684 651 620 590 562 536 512 489 468 448 429 4126 813 781 749 718 688 658 630 604 579 555 532 511 491 472 4547 799 771 742 715 687 661 636 612 589 567 546 526 507 4898 787 761 735 710 685 661 638 616 595 574 555 536 5189 775 751 727 704 681 659 638 617 598 578 560 542

10 763 741 719 697 676 656 636 617 598 580 563

20 p

sf

1 467 411 364 325 293 265 2412 589 534 485 442 405 372 343 317 294 274 255 238 2233 661 610 564 522 484 450 419 391 365 342 321 301 283 267 2514 704 658 616 576 539 505 474 445 418 393 370 349 329 310 2935 731 690 650 612 577 544 513 484 456 431 407 384 363 343 3236 749 711 674 638 604 572 541 512 485 459 434 411 388 367 3467 725 690 656 623 592 562 533 506 480 455 430 407 385 3648 702 669 638 607 577 549 522 495 470 446 422 399 3779 679 648 618 589 561 534 508 482 457 433 410 387

10 657 627 599 571 543 517 491 466 442 418 394See page 2 for footnotes

1.5PLB22 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

DIAPHRAGM TABLES1.5PLB with Pneutek K64

Page 39: VULCRAFT Steel Roof Deck Design Guide Supplement 1

www.vulcraft.com VULCRAFT VPS1 37

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64

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 437 380 333 294 261 233 2092 549 492 443 399 361 328 298 272 248 226 205 186 1673 611 558 509 465 426 390 357 327 299 272 247 222 198 173 1474 647 597 550 507 467 429 395 362 331 301 273 244 216 187 1575 669 621 576 533 493 455 419 385 352 320 289 258 227 195 1626 683 637 593 551 511 473 436 400 366 332 299 266 233 200 1657 648 605 564 523 485 447 411 376 341 307 272 238 203 1678 614 572 532 494 456 419 383 347 312 276 241 205 1699 579 539 500 462 425 388 352 315 279 243 207 170

10 544 505 467 429 392 355 318 282 245 208 170

40 p

sf

1 405 348 300 261 227 199 1732 505 447 396 350 310 274 240 208 177 144 1073 558 501 448 400 356 315 275 237 198 157 1144 587 531 478 429 382 338 294 251 208 163 1175 604 549 496 446 398 351 305 260 214 167 1186 615 561 508 457 408 360 312 265 217 169 1197 568 516 465 415 365 317 268 219 170 1198 521 470 419 369 320 271 221 171 1209 473 423 372 322 272 222 171 120

10 425 374 324 273 223 172 120

50 p

sf

1 371 313 265 224 188 155 1232 460 397 342 292 245 200 153 1013 502 439 380 324 271 217 163 1044 525 461 399 341 283 226 167 1065 538 473 411 350 290 230 169 1066 546 481 418 356 294 233 170 1077 486 422 359 297 234 171 1078 425 362 299 235 172 1079 364 300 236 172 107

10 301 237 172 107

60 p

sf

1 336 276 224 179 1342 410 343 280 220 1583 443 371 303 235 1664 460 385 313 242 1695 469 393 319 245 1706 474 398 323 247 1717 401 325 249 1728 326 249 1729 250 172

10 173

70 p

sf

1 298 234 175 1152 357 281 206 1283 381 298 216 1314 392 306 220 1325 398 310 222 1336 401 312 223 1337 314 224 1338 224 1339 134

10

80 p

sf

1 257 184 1092 299 210 1173 314 218 1194 321 221 1205 324 223 1206 326 224 1207 224 1208 1209

10See page 2 for footnotes

1.5PLB22 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 40: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

TEK

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38 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 663 594 536 487 446 410 3802 837 771 712 658 611 569 531 498 468 442 418 396 3763 944 888 835 785 738 695 656 620 587 557 529 504 480 459 4394 1011 966 920 876 834 793 755 719 685 654 625 598 573 549 5285 1053 1017 980 942 905 868 833 799 766 736 706 679 653 629 6066 1082 1053 1022 990 958 925 894 862 832 803 775 748 722 698 6757 1079 1053 1026 998 970 941 913 885 858 831 806 781 757 7348 1076 1053 1029 1004 979 953 928 903 879 855 831 808 7869 1073 1052 1031 1009 986 963 941 918 896 874 852 831

10 1071 1052 1033 1013 992 971 951 930 910 889 869See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 13 14 16 17 17 18 182 13 15 17 18 19 20 21 21 22 22 22 23 233 14 16 17 19 20 21 22 23 24 24 25 25 25 26 264 14 16 18 19 21 22 23 24 25 26 26 27 27 28 285 14 16 18 20 21 22 24 25 26 27 28 28 29 29 306 14 16 18 20 21 23 24 26 27 28 29 29 30 31 317 16 18 20 22 23 25 26 27 28 29 30 31 32 328 18 20 22 24 25 26 28 29 30 31 32 33 339 20 22 24 25 27 28 29 30 32 32 33 34

10 22 24 26 27 28 30 31 32 33 34 35See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 706 632 570 518 474 437 4042 891 821 757 700 650 605 565 530 498 470 444 421 4003 1004 945 888 835 785 740 698 659 624 592 563 536 511 488 4674 1075 1027 979 932 887 844 803 765 729 696 665 636 609 584 5615 1121 1082 1042 1002 962 923 886 850 815 783 752 722 695 669 6446 1151 1120 1087 1053 1019 985 951 917 885 854 824 796 768 742 7187 1147 1120 1091 1062 1031 1001 971 942 913 885 857 831 806 7818 1144 1120 1094 1068 1041 1014 988 961 935 909 884 860 8369 1142 1120 1097 1073 1049 1025 1001 977 953 929 906 884

10 1140 1120 1099 1077 1055 1033 1011 989 968 946 925

10 p

sf

1 673 600 538 487 443 405 3732 849 779 716 660 610 566 527 492 461 434 408 386 3653 953 893 836 783 734 690 649 611 577 546 518 492 468 446 4264 1017 966 916 869 823 781 741 704 670 638 608 581 555 531 5095 1057 1013 970 928 887 848 811 776 742 711 681 653 627 602 5796 1083 1046 1008 971 934 898 863 830 798 768 739 712 686 661 6387 1069 1035 1001 968 935 903 872 842 813 786 759 733 709 6868 1055 1024 994 964 934 905 877 849 823 797 772 749 7269 1042 1014 986 958 931 904 878 853 828 804 781 759

10 1029 1003 977 951 926 901 877 853 830 808 786

20 p

sf

1 641 567 506 454 410 373 3412 806 736 673 617 568 525 486 452 421 394 369 346 3263 901 838 780 727 678 634 593 557 523 493 465 439 415 393 3734 956 902 849 800 754 711 671 633 599 567 538 510 484 461 4385 991 942 894 849 806 764 726 689 655 623 592 564 537 512 4886 1013 969 925 883 842 803 765 730 696 664 634 605 577 551 5267 987 947 907 868 831 795 760 727 695 665 636 608 581 5558 962 924 887 851 816 783 750 719 688 659 631 604 5789 937 902 867 833 800 768 737 707 678 649 622 596

10 913 879 846 813 782 751 721 692 664 636 610See page 2 for footnotes

1.5PLB20 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 41: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 607 533 472 420 377 340 3072 762 690 627 571 522 478 439 405 374 346 320 297 2753 846 781 720 666 616 570 529 491 456 424 394 366 340 314 2904 894 834 778 725 676 630 588 548 511 476 443 412 382 353 3245 923 868 814 764 716 670 627 587 548 512 477 443 410 378 3466 942 889 838 789 742 697 654 613 574 536 499 464 429 395 3617 904 855 807 761 716 674 632 592 553 516 479 442 407 3718 867 820 774 730 687 646 605 566 527 489 452 415 3789 829 784 740 698 656 615 575 536 497 459 421 383

10 792 748 705 664 623 582 543 503 464 426 387

40 p

sf

1 573 499 437 385 341 304 2712 715 642 577 520 469 424 383 347 312 280 249 219 1873 789 719 656 597 544 495 450 407 367 327 289 249 209 165 1184 830 763 701 643 589 538 489 443 398 354 310 265 219 171 1205 854 790 729 672 616 564 513 464 416 369 322 274 225 174 1226 869 807 747 690 634 581 529 478 428 379 329 279 228 176 1227 819 759 702 646 592 539 488 436 385 334 283 230 177 1238 768 711 655 600 547 494 442 390 338 285 232 178 1239 717 661 606 552 499 446 393 340 287 233 178 123

10 666 611 556 502 449 395 342 288 234 179 123

50 p

sf

1 537 462 400 347 303 264 2292 666 590 522 462 408 358 311 266 220 171 1163 729 654 585 521 462 405 350 296 240 182 1204 763 689 620 554 491 430 370 310 250 187 1225 783 710 640 573 507 444 381 318 255 190 1226 795 722 652 584 518 453 388 323 258 191 1237 731 661 592 525 458 392 326 260 192 1238 667 598 530 462 395 328 261 193 1239 601 533 465 398 330 262 193 124

10 536 467 399 331 262 193 124

60 p

sf

1 500 424 360 306 258 214 1712 615 534 461 395 333 272 210 1433 667 585 508 435 365 295 223 1474 694 611 532 455 380 305 229 1495 709 626 545 466 388 310 231 1506 719 635 553 473 393 314 233 1517 641 559 477 396 316 234 1518 562 480 399 317 235 1519 482 400 318 235 152

10 401 319 235 152

70 p

sf

1 461 383 316 256 200 1402 560 473 393 316 239 1573 602 511 423 338 252 1624 623 529 438 348 257 1645 635 539 446 353 260 1656 642 545 451 356 261 1657 549 454 358 262 1658 456 359 263 1669 360 263 166

10 264 166

80 p

sf

1 420 338 264 193 1132 502 406 314 221 1213 535 432 331 229 1224 550 443 338 232 1235 558 450 342 234 1236 563 453 344 235 1247 456 346 235 1248 347 236 1249 236 124

10 124See page 2 for footnotes

1.5PLB20 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 42: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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TEK

K64

40 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 810 727 657 598 548 505 4672 1021 944 874 810 754 703 658 617 581 548 519 492 4683 1146 1083 1021 963 908 858 811 768 728 692 658 627 599 573 5494 1221 1171 1121 1070 1022 975 930 888 848 811 776 744 713 685 6585 1269 1229 1188 1146 1104 1062 1022 982 945 909 874 842 811 782 7546 1301 1269 1235 1200 1164 1128 1092 1056 1022 988 955 924 894 865 8387 1297 1269 1240 1209 1178 1146 1114 1083 1052 1022 992 964 936 9098 1294 1269 1243 1216 1188 1160 1132 1104 1076 1049 1022 996 9709 1292 1269 1246 1221 1197 1172 1146 1121 1096 1071 1046 1022

10 1290 1269 1248 1226 1204 1181 1158 1135 1112 1089 1066See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 18 20 22 23 24 25 252 19 22 24 25 27 28 29 30 30 31 31 31 313 20 22 25 27 28 30 31 32 33 34 34 35 35 35 354 20 23 25 28 29 31 33 34 35 36 37 38 38 39 395 20 23 26 28 30 32 34 35 37 38 39 40 41 41 426 21 23 26 28 31 33 35 36 38 39 40 41 42 43 447 24 26 29 31 33 35 37 39 40 42 43 44 45 468 26 29 31 34 36 38 39 41 43 44 45 46 479 29 32 34 36 38 40 42 43 45 46 47 48

10 32 34 37 39 41 42 44 45 47 48 49See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 861 773 699 636 583 537 4972 1086 1004 930 862 802 748 700 657 618 583 552 524 4983 1219 1152 1087 1024 966 912 863 817 774 736 700 667 637 609 5844 1299 1246 1192 1139 1087 1037 989 945 902 863 826 791 759 729 7005 1350 1308 1264 1219 1174 1130 1087 1045 1005 967 930 896 863 832 8036 1384 1350 1314 1277 1238 1200 1162 1124 1087 1051 1016 983 951 920 8917 1380 1350 1319 1286 1253 1219 1186 1152 1119 1087 1056 1025 995 9678 1376 1350 1322 1294 1264 1234 1204 1174 1145 1116 1087 1059 10329 1374 1350 1325 1299 1273 1246 1219 1192 1166 1139 1113 1087

10 1372 1350 1328 1304 1280 1256 1232 1207 1183 1158 1134

10 p

sf

1 828 740 666 603 550 504 4652 1042 960 886 819 760 707 660 617 579 545 515 487 4613 1165 1096 1031 969 912 859 810 765 724 687 652 621 591 565 5404 1238 1181 1125 1071 1019 969 923 879 838 800 764 731 700 671 6445 1283 1235 1188 1140 1094 1049 1006 965 926 889 853 820 789 759 7326 1312 1272 1230 1189 1148 1107 1068 1030 993 958 924 892 861 832 8047 1297 1261 1224 1187 1151 1115 1079 1045 1012 980 949 919 891 8638 1283 1250 1216 1183 1150 1117 1086 1054 1024 995 966 939 9129 1269 1239 1208 1177 1147 1117 1088 1059 1031 1004 978 952

10 1256 1227 1199 1171 1143 1115 1088 1061 1035 1010 985

20 p

sf

1 794 706 632 570 517 471 4322 997 915 840 774 715 663 616 575 537 504 474 446 4213 1109 1038 972 910 852 800 752 708 667 630 597 565 537 510 4864 1174 1113 1054 998 945 895 848 804 764 726 690 658 627 598 5725 1214 1160 1108 1057 1007 961 916 874 834 796 761 727 696 666 6386 1240 1191 1144 1097 1051 1007 965 924 886 849 814 780 749 718 6907 1213 1169 1125 1082 1041 1000 962 924 888 854 821 789 758 7298 1187 1146 1105 1066 1027 990 953 918 884 852 820 790 7609 1161 1122 1084 1047 1011 976 941 908 876 844 814 784

10 1135 1099 1063 1027 993 959 927 895 863 833 804See page 2 for footnotes

1.5PLB19 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 43: VULCRAFT Steel Roof Deck Design Guide Supplement 1

www.vulcraft.com VULCRAFT VPS1 41

PNEU

TEK K

64

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 759 671 597 535 482 437 3982 950 867 792 726 667 615 568 527 490 456 426 398 3723 1052 978 909 845 787 734 685 640 600 562 527 495 465 437 4104 1109 1043 980 920 864 812 763 717 675 635 597 562 529 497 4675 1144 1083 1024 968 914 863 815 769 726 685 646 609 573 539 5066 1166 1109 1054 1000 948 898 851 806 762 720 680 642 605 568 5337 1127 1074 1022 972 923 876 831 788 745 705 665 627 589 5538 1088 1038 989 941 895 850 806 764 723 682 643 605 5679 1049 1001 954 909 864 820 778 736 695 655 616 577

10 1011 965 919 875 831 788 746 705 665 625 585

40 p

sf

1 723 635 561 499 446 401 3622 902 817 741 674 614 561 514 471 432 396 363 332 3023 993 915 842 776 715 659 607 560 515 473 434 395 357 320 2824 1043 970 901 836 776 719 665 614 566 520 476 432 389 345 3015 1072 1003 937 874 814 756 701 649 598 549 502 454 407 360 3126 1091 1025 960 898 838 781 725 672 619 568 518 469 419 369 3197 1039 976 915 855 798 742 687 634 581 530 478 427 376 3238 987 926 867 810 753 698 644 590 538 485 432 380 3269 935 876 818 762 706 651 597 543 490 436 383 329

10 883 825 768 712 657 602 548 493 439 385 330

50 p

sf

1 687 598 524 461 408 362 3222 851 764 686 616 554 498 447 400 355 312 268 222 1723 932 848 771 700 634 572 515 459 406 352 298 242 182 1174 974 894 818 746 678 614 552 491 432 373 313 251 186 1195 999 921 846 774 705 638 574 510 447 384 321 256 189 1196 1015 938 864 792 722 654 587 522 456 391 325 258 190 1207 949 875 803 733 664 596 529 462 396 328 260 191 1208 883 811 741 671 602 534 467 399 330 261 191 1209 817 746 676 607 538 469 401 332 262 191 120

10 750 680 610 541 472 402 333 262 192 120

60 p

sf

1 649 559 484 420 365 317 2742 799 707 626 552 485 423 363 304 243 177 1033 868 778 694 616 542 471 402 332 261 185 1054 904 815 730 649 572 496 421 345 268 188 1055 925 836 751 668 588 509 431 352 272 190 1066 937 849 764 680 598 517 437 356 274 191 1067 858 772 688 605 523 441 358 275 191 1068 778 693 609 526 443 360 276 192 1069 697 613 529 445 361 277 192 106

10 615 531 446 362 277 192 106

70 p

sf

1 610 518 441 375 316 262 2092 744 647 560 479 403 328 252 1693 803 704 612 524 438 353 265 1744 832 733 638 545 454 363 271 1765 848 749 652 557 463 369 274 1776 858 758 660 564 468 372 275 1777 765 666 568 471 374 276 1778 670 572 474 376 277 1789 574 475 377 278 178

10 476 377 278 178

80 p

sf

1 569 475 394 322 255 184 992 686 583 487 395 304 209 1043 735 627 523 422 320 215 1054 758 648 540 434 327 218 1065 771 659 549 440 330 219 1066 778 666 554 444 332 220 1067 670 558 446 334 220 1068 560 447 334 221 1069 448 335 221 106

10 335 221 106See page 2 for footnotes

1.5PLB19 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 44: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

TEK

K64

42 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 938 844 764 696 638 588 5452 1181 1095 1017 945 880 823 771 724 682 644 610 579 5513 1320 1251 1184 1119 1058 1001 948 899 854 812 774 738 706 675 6474 1402 1349 1294 1239 1186 1134 1084 1037 993 951 911 874 839 807 7765 1453 1412 1368 1322 1277 1231 1187 1144 1102 1062 1023 987 952 919 8876 1487 1454 1418 1381 1342 1303 1264 1226 1188 1151 1115 1080 1046 1014 9837 1483 1454 1423 1391 1357 1323 1289 1255 1222 1188 1156 1124 1093 10638 1480 1454 1427 1398 1369 1339 1309 1278 1248 1218 1189 1160 11329 1478 1454 1430 1404 1378 1351 1324 1297 1270 1243 1216 1189

10 1476 1455 1432 1409 1385 1361 1337 1312 1287 1263 1238See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 25 27 29 30 31 32 322 26 29 32 34 36 37 38 39 40 40 40 40 403 27 30 33 36 38 40 41 43 44 45 45 46 46 46 474 27 31 34 37 39 42 44 45 47 48 49 50 50 51 515 28 31 35 38 40 43 45 47 49 50 52 53 54 54 556 28 32 35 38 41 44 46 48 50 52 54 55 56 57 587 32 35 39 42 45 47 50 52 54 55 57 58 59 608 36 39 42 45 48 50 53 55 57 58 60 61 629 39 43 46 48 51 53 56 58 59 61 62 64

10 43 46 49 52 54 56 58 60 62 64 65See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 998 898 813 740 679 626 5802 1256 1165 1081 1005 937 875 820 770 726 685 649 616 5863 1404 1331 1260 1191 1126 1065 1009 957 909 864 823 786 751 719 6894 1492 1435 1377 1318 1261 1206 1154 1103 1056 1011 969 930 893 858 8265 1546 1502 1455 1407 1358 1310 1263 1217 1172 1130 1089 1050 1013 977 9446 1582 1546 1509 1469 1428 1387 1345 1304 1264 1224 1186 1149 1113 1078 10457 1578 1547 1514 1479 1444 1408 1372 1335 1300 1264 1230 1196 1163 11318 1575 1547 1518 1487 1456 1424 1392 1360 1328 1296 1265 1234 12049 1572 1547 1521 1494 1466 1437 1409 1380 1351 1322 1293 1265

10 1570 1547 1524 1499 1474 1448 1422 1396 1369 1343 1317

10 p

sf

1 959 859 774 703 641 589 5432 1205 1114 1030 955 888 827 773 724 680 641 605 573 5443 1341 1266 1194 1125 1061 1001 946 896 849 806 767 730 696 665 6364 1420 1358 1297 1238 1180 1126 1074 1025 979 936 895 857 822 789 7585 1468 1417 1365 1314 1263 1214 1166 1121 1077 1035 996 959 923 890 8586 1499 1456 1411 1366 1321 1277 1234 1192 1151 1112 1074 1038 1004 971 9397 1482 1443 1403 1363 1323 1284 1246 1208 1171 1136 1101 1068 1036 10058 1466 1430 1394 1358 1322 1286 1251 1217 1184 1151 1119 1089 10599 1451 1417 1384 1351 1318 1285 1253 1222 1191 1161 1131 1103

10 1435 1405 1374 1343 1312 1282 1252 1223 1194 1166 1138

20 p

sf

1 920 820 735 664 603 550 5052 1152 1060 977 902 835 775 722 674 631 592 557 525 4963 1276 1198 1124 1055 990 931 877 827 781 738 700 664 631 600 5714 1346 1279 1214 1152 1093 1037 984 935 889 846 806 768 733 700 6705 1389 1330 1272 1215 1161 1109 1059 1012 967 925 884 846 810 777 7446 1416 1363 1310 1258 1208 1159 1112 1067 1023 982 942 904 868 834 8017 1385 1336 1288 1241 1195 1150 1107 1065 1024 985 948 912 878 8448 1355 1310 1265 1221 1178 1136 1096 1056 1018 981 945 911 8789 1326 1283 1241 1199 1159 1119 1081 1043 1007 971 937 903

10 1296 1256 1215 1176 1137 1100 1063 1027 992 957 924See page 2 for footnotes

1.5PLB18 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 45: VULCRAFT Steel Roof Deck Design Guide Supplement 1

www.vulcraft.com VULCRAFT VPS1 43

PNEU

TEK K

64

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 880 779 695 624 563 511 4662 1097 1004 920 845 778 718 665 617 574 535 500 467 4383 1209 1127 1050 979 913 853 797 746 699 656 616 578 543 511 4804 1271 1197 1127 1060 997 938 883 831 783 737 694 653 615 578 5435 1308 1240 1175 1112 1051 994 940 888 839 792 747 704 663 624 5856 1331 1267 1205 1145 1087 1032 978 926 877 829 784 740 697 655 6157 1286 1227 1169 1112 1058 1005 954 904 856 810 764 720 677 6358 1241 1185 1130 1076 1024 973 924 876 828 783 738 693 6509 1197 1143 1090 1038 988 938 890 843 796 750 705 661

10 1153 1101 1049 999 949 901 853 806 760 714 669

40 p

sf

1 838 738 653 582 521 469 4242 1041 945 859 783 715 654 599 550 505 463 425 388 3533 1140 1053 971 896 827 763 704 649 598 549 503 458 414 370 3254 1194 1112 1035 962 893 828 767 709 653 600 549 498 448 397 3465 1225 1148 1073 1002 934 868 806 746 688 631 576 522 467 413 3576 1244 1170 1097 1027 960 894 831 770 710 651 594 537 480 422 3647 1185 1114 1045 977 912 848 786 725 665 606 547 488 429 3698 1125 1057 990 924 860 797 735 674 614 554 493 433 3729 1065 999 933 869 806 743 681 620 558 497 436 374

10 1006 940 876 812 749 686 624 562 500 438 376

50 p

sf

1 796 695 610 538 476 423 3772 982 882 794 715 644 579 520 465 413 362 310 256 1973 1069 975 888 807 731 661 594 530 468 406 343 277 208 1344 1115 1024 938 857 779 705 634 564 496 427 358 286 212 1355 1141 1052 967 886 807 731 657 584 511 439 366 291 215 1366 1157 1070 986 904 825 747 671 596 521 446 371 294 216 1367 1082 998 916 836 758 680 604 527 451 374 296 217 1368 1006 925 844 765 687 609 531 454 376 297 217 1369 931 850 770 691 613 534 456 377 298 217 137

10 854 774 695 616 537 457 378 298 218 137

60 p

sf

1 752 649 563 490 427 371 3202 920 816 723 639 561 489 420 351 280 203 1173 995 893 798 708 623 542 461 381 298 211 1194 1033 932 836 744 654 567 481 394 306 214 1205 1055 954 858 764 672 581 491 401 310 216 1206 1068 968 871 776 682 590 498 405 312 217 1207 977 879 784 689 595 502 408 313 217 1208 885 789 694 599 504 410 314 218 1209 793 697 602 506 411 315 218 120

10 699 603 508 412 315 218 120

70 p

sf

1 706 602 513 436 368 305 2422 856 746 645 553 465 378 289 1933 919 807 702 600 502 403 303 1984 950 837 729 623 519 414 309 2005 967 854 744 635 528 420 311 2016 977 864 752 642 533 424 313 2017 870 758 647 536 426 314 2028 762 650 539 427 315 2029 652 540 428 315 202

10 541 429 316 202

80 p

sf

1 659 551 458 374 295 213 1142 789 670 560 454 349 238 1193 840 717 598 482 365 245 1204 865 739 616 495 372 248 1205 878 751 625 501 376 249 1206 886 758 631 505 378 250 1207 762 634 507 379 250 1208 637 508 380 251 1209 509 380 251 120

10 381 251 120See page 2 for footnotes

1.5PLB18 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 46: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

TEK

K64

44 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 660 579 515 463 419 379 3462 845 753 677 614 560 515 476 443 411 383 358 336 3183 992 898 817 747 687 635 590 550 515 484 456 432 409 387 3684 1106 1016 935 863 800 744 694 650 611 575 544 515 489 466 4445 1195 1111 1033 962 898 840 788 741 699 660 626 594 566 539 5156 1263 1187 1114 1046 983 925 872 824 780 739 702 668 637 609 5837 1248 1181 1117 1057 1000 947 898 853 811 773 738 705 675 6478 1237 1177 1119 1065 1013 965 920 878 838 802 768 737 7079 1227 1173 1121 1071 1024 980 938 898 861 827 785 709

10 1219 1170 1123 1077 1033 992 953 916 875 785 709See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 40 40 40 39 38 37 362 44 45 45 45 44 43 42 41 40 38 37 36 353 47 48 49 49 49 48 47 46 45 44 43 42 41 39 384 49 51 52 53 53 52 52 51 50 49 48 47 45 44 435 50 53 55 56 56 56 56 55 54 53 52 51 50 49 486 52 55 57 58 59 59 59 58 58 57 56 55 54 53 527 56 58 60 61 61 62 61 61 60 59 58 57 56 558 60 62 63 64 64 64 64 63 62 62 61 60 599 63 65 66 66 66 66 66 65 64 64 63 62

10 66 67 68 68 68 68 68 67 66 65 65See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 702 616 548 492 446 404 3692 899 801 720 653 596 548 507 471 438 407 381 358 3383 1055 955 869 795 731 676 628 585 548 515 486 459 435 412 3914 1177 1081 995 918 851 791 738 691 649 612 578 548 521 496 4735 1271 1182 1099 1024 955 894 838 788 743 703 666 632 602 574 5486 1344 1263 1186 1113 1046 984 928 876 829 786 747 711 678 648 6207 1328 1257 1189 1124 1064 1007 955 908 863 822 785 750 718 6888 1316 1252 1191 1133 1078 1026 978 934 892 853 817 784 7099 1306 1248 1193 1140 1090 1042 997 956 916 875 785 709

10 1297 1245 1194 1146 1099 1055 1014 974 875 785 709

10 p

sf

1 682 596 528 473 427 385 3502 876 779 698 631 575 527 486 450 419 389 363 340 3203 1029 929 844 770 707 652 604 562 525 493 463 437 414 392 3734 1146 1050 965 889 823 764 712 665 624 587 554 524 497 472 4505 1235 1146 1064 990 923 862 807 758 714 674 638 605 575 548 5236 1304 1223 1146 1074 1008 947 892 842 796 754 715 680 648 618 5917 1283 1212 1144 1080 1021 966 915 869 826 786 749 716 684 6558 1266 1202 1142 1085 1031 981 934 890 850 813 778 745 7099 1251 1194 1139 1087 1038 992 949 908 870 835 785 709

10 1238 1186 1136 1088 1043 1000 960 922 875 785 709

20 p

sf

1 662 576 508 453 407 367 3322 853 756 676 609 553 505 464 429 398 370 345 322 3023 1001 903 818 745 682 628 580 539 502 470 441 415 391 370 3514 1114 1019 934 859 793 735 684 638 597 561 528 498 472 447 4255 1199 1110 1028 954 888 828 774 726 683 643 608 575 546 519 4946 1263 1181 1104 1033 967 908 853 804 759 717 680 646 614 585 5587 1237 1165 1097 1034 975 921 871 826 783 745 709 676 645 6178 1214 1150 1090 1033 980 930 884 842 802 766 732 700 6719 1194 1136 1081 1030 981 936 893 853 816 782 749 709

10 1175 1123 1072 1025 980 938 899 862 827 785 709See page 2 for footnotes

1.5PLB22 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 47: VULCRAFT Steel Roof Deck Design Guide Supplement 1

www.vulcraft.com VULCRAFT VPS1 45

PNEU

TEK K

64

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 642 556 488 432 387 348 3142 830 733 653 587 531 483 442 407 376 349 325 303 2843 974 875 791 718 656 602 555 514 477 445 416 391 367 346 3274 1081 986 902 827 762 704 653 608 568 532 500 470 444 419 3975 1161 1071 990 916 850 791 738 691 648 609 574 542 512 486 4616 1221 1138 1060 989 924 864 811 762 717 676 639 605 574 545 5187 1189 1116 1047 984 925 872 822 777 735 696 661 628 598 5698 1161 1095 1034 976 923 874 828 786 746 710 676 644 6159 1134 1075 1019 967 918 872 829 789 752 717 685 654

10 1109 1054 1003 955 910 867 827 789 754 721 689

40 p

sf

1 622 536 468 412 367 329 2952 807 710 630 564 508 461 420 385 354 327 303 281 2623 945 847 763 691 629 575 528 487 451 419 390 364 3414 1047 952 868 794 729 671 621 576 536 500 467 438 4115 1122 1032 950 876 810 751 699 651 608 569 534 501 4726 1178 1093 1014 942 877 817 763 714 669 628 590 556 5247 1140 1065 995 930 871 816 766 720 678 638 602 5688 1104 1037 974 915 861 810 763 720 679 641 6059 1071 1009 951 897 846 799 755 713 674 637

10 1038 981 927 877 829 784 742 702 663

50 p

sf

1 602 516 447 392 346 308 2762 782 686 606 540 484 437 396 361 330 303 2793 916 817 733 661 600 546 499 458 422 389 3604 1012 916 832 758 693 635 585 539 498 462 4285 1082 990 908 833 767 707 654 605 561 521 4846 1134 1046 966 892 826 765 710 659 613 570 5307 1089 1011 938 872 811 755 702 654 609 5668 1046 975 909 848 791 738 688 641 5969 1004 939 878 820 766 715 667 620

10 963 902 844 789 737 688 640

60 p

sf

1 581 495 427 371 326 288 2552 758 661 582 516 460 412 372 336 3053 886 787 703 631 569 515 467 425 3884 976 879 794 719 654 595 543 496 4545 1041 947 863 787 719 658 603 552 5056 1089 998 915 839 770 707 649 595 5447 1035 954 879 809 744 684 628 5758 984 909 839 774 713 654 5999 934 864 797 735 675 617

10 883 816 752 691 632

70 p

sf

1 561 474 406 350 305 267 2342 733 636 556 490 434 386 345 3083 854 755 670 597 535 479 430 3864 939 841 754 678 610 550 495 4445 999 902 815 737 667 602 543 4876 1042 947 861 781 709 641 578 5187 980 894 815 740 671 604 5418 920 840 764 693 625 5589 859 783 710 640 572

10 798 724 652 582

80 p

sf

1 540 453 385 329 283 245 2122 707 610 530 463 406 357 3143 822 722 636 561 497 439 3864 901 800 711 632 561 497 4375 955 855 765 683 608 538 4716 994 895 803 719 641 567 4967 923 832 746 665 588 5138 853 766 683 604 5269 781 697 616 535

10 708 625 543See page 2 for footnotes

1.5PLB22 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 48: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

TEK

K64

46 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 883 776 691 621 564 514 4692 1138 1018 917 833 761 700 648 603 563 527 492 462 4363 1335 1214 1109 1017 937 867 807 753 706 664 626 593 562 535 5084 1485 1371 1267 1174 1090 1016 950 891 838 791 748 710 674 642 6135 1598 1494 1396 1305 1222 1146 1078 1016 959 908 862 819 780 745 7126 1683 1591 1500 1415 1334 1260 1191 1127 1069 1015 966 921 879 841 8067 1667 1585 1505 1429 1357 1289 1226 1167 1113 1062 1015 972 931 8938 1654 1580 1509 1441 1375 1314 1255 1201 1150 1102 1057 1015 9479 1643 1577 1512 1450 1390 1334 1280 1229 1181 1135 1050 947

10 1634 1574 1515 1458 1403 1350 1300 1253 1170 1050 947See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 55 54 53 51 49 47 452 62 63 62 61 59 58 56 54 52 50 48 47 453 67 68 69 68 67 66 64 62 60 59 57 55 53 52 504 71 73 74 74 73 72 71 69 68 66 64 63 61 59 585 73 76 78 78 78 78 77 75 74 72 71 69 67 66 646 75 79 81 82 83 82 82 81 79 78 76 75 73 72 707 81 84 85 86 86 86 85 84 83 81 80 78 77 758 86 88 89 90 89 89 88 87 86 85 83 82 809 90 92 93 93 92 92 91 90 89 87 86 84

10 94 95 96 95 95 94 93 92 91 90 88See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 939 826 735 661 600 546 4992 1211 1083 976 886 810 745 689 641 599 560 524 492 4633 1421 1292 1179 1082 997 923 858 801 751 706 666 630 598 569 5414 1580 1458 1348 1248 1160 1081 1011 948 892 841 796 755 717 683 6525 1700 1589 1485 1388 1300 1220 1147 1081 1021 966 917 871 830 792 7576 1791 1692 1596 1505 1419 1340 1267 1199 1137 1080 1028 980 936 895 8577 1773 1686 1601 1520 1444 1372 1304 1242 1184 1130 1080 1034 991 9478 1759 1681 1606 1533 1463 1397 1335 1277 1223 1172 1124 1050 9479 1748 1678 1609 1543 1479 1419 1361 1307 1256 1170 1050 947

10 1739 1674 1612 1551 1493 1437 1383 1311 1170 1050 947

10 p

sf

1 918 804 713 639 579 526 4792 1186 1058 951 862 786 722 666 618 576 539 505 473 4443 1391 1263 1151 1054 970 897 832 776 726 682 642 607 574 545 5194 1545 1423 1314 1216 1128 1050 981 919 863 814 769 728 691 658 6275 1660 1549 1445 1350 1262 1183 1111 1046 987 934 885 841 800 763 7296 1746 1646 1550 1460 1375 1297 1225 1159 1098 1043 991 944 901 861 8247 1723 1635 1550 1470 1394 1324 1258 1197 1140 1088 1039 994 952 9138 1703 1625 1549 1477 1409 1344 1284 1227 1174 1125 1078 1035 9479 1686 1615 1547 1481 1419 1360 1304 1251 1202 1155 1050 947

10 1671 1606 1544 1484 1427 1372 1321 1271 1170 1050 947

20 p

sf

1 896 782 692 618 557 506 4602 1161 1033 927 838 763 698 643 595 553 516 484 453 4253 1361 1233 1122 1026 942 869 806 750 700 656 617 582 550 521 4954 1509 1388 1279 1181 1095 1018 949 888 833 784 740 700 663 630 6005 1618 1507 1404 1309 1223 1145 1074 1010 952 899 851 808 768 731 6976 1700 1599 1503 1413 1329 1252 1181 1116 1056 1002 951 905 863 824 7877 1671 1582 1497 1417 1342 1272 1208 1148 1092 1041 993 949 908 8708 1645 1565 1490 1418 1350 1286 1227 1171 1120 1071 1026 984 9449 1621 1550 1481 1416 1354 1296 1241 1189 1141 1095 1050 947

10 1600 1535 1472 1412 1355 1301 1250 1202 1157 1050 947See page 2 for footnotes

1.5PLB20 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 49: VULCRAFT Steel Roof Deck Design Guide Supplement 1

www.vulcraft.com VULCRAFT VPS1 47

PNEU

TEK K

64

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 875 761 670 596 535 485 4402 1135 1008 902 813 739 675 620 572 530 493 461 432 4053 1330 1202 1092 996 913 841 778 723 674 630 591 556 524 495 4694 1472 1351 1243 1146 1060 984 916 855 801 753 709 669 633 600 5705 1576 1464 1361 1267 1181 1104 1034 970 913 861 814 771 731 695 6626 1654 1551 1454 1363 1280 1203 1133 1069 1010 956 907 861 819 780 7457 1617 1527 1441 1361 1286 1217 1153 1093 1038 987 940 897 856 8198 1584 1504 1427 1355 1287 1223 1164 1109 1058 1010 965 923 8849 1554 1481 1411 1345 1283 1225 1170 1119 1070 1025 982 942

10 1526 1459 1395 1334 1277 1223 1171 1123 1077 1034 947

40 p

sf

1 853 739 648 575 514 463 4202 1109 982 877 789 714 650 595 548 506 470 437 408 3823 1298 1171 1061 966 883 812 749 694 645 602 563 528 496 468 4424 1435 1313 1205 1109 1023 948 880 820 767 718 675 635 599 566 5365 1533 1420 1316 1222 1137 1060 990 927 870 819 772 729 689 653 6206 1606 1501 1403 1312 1228 1151 1081 1017 958 905 855 810 768 729 6937 1562 1470 1383 1301 1226 1156 1092 1032 977 926 879 835 794 7568 1522 1439 1361 1287 1218 1154 1094 1039 987 938 893 850 8109 1484 1409 1337 1270 1206 1147 1091 1038 988 942 898 856

10 1448 1378 1312 1249 1190 1134 1081 1031 984 939 896

50 p

sf

1 831 717 626 553 492 441 3982 1083 956 851 763 689 625 570 523 481 445 412 383 3573 1266 1139 1029 934 852 781 718 663 615 571 532 497 4664 1396 1274 1166 1070 984 909 842 782 728 680 636 596 5595 1489 1375 1270 1175 1090 1012 943 880 822 770 723 679 6386 1557 1450 1350 1257 1173 1095 1024 960 900 845 795 748 7047 1506 1411 1321 1238 1162 1091 1025 964 907 855 805 7598 1458 1372 1291 1215 1144 1078 1016 958 904 853 8049 1412 1333 1258 1188 1121 1059 1000 945 892 842

10 1367 1293 1223 1157 1095 1035 979 925 873

60 p

sf

1 809 695 604 531 470 419 3762 1056 930 825 737 662 599 544 497 455 418 386 3563 1233 1105 996 901 819 748 685 630 581 537 498 4624 1357 1234 1125 1028 943 867 799 739 684 635 590 5485 1444 1328 1221 1125 1039 961 890 826 767 713 664 6176 1507 1397 1294 1200 1113 1034 962 895 833 776 722 6727 1448 1349 1257 1171 1092 1018 950 886 826 769 7158 1392 1301 1217 1138 1063 994 928 866 807 7509 1336 1253 1174 1099 1029 962 898 836 777

10 1281 1203 1128 1057 989 923 861 800

70 p

sf

1 787 673 582 508 448 397 3542 1029 902 797 709 635 572 517 469 427 390 3563 1199 1071 961 866 784 712 649 593 543 497 4564 1316 1192 1082 984 898 821 752 690 633 581 5325 1398 1279 1171 1073 984 904 831 764 703 645 5906 1457 1342 1236 1139 1050 968 892 822 756 693 6337 1389 1286 1189 1100 1017 939 866 796 730 6668 1323 1228 1138 1054 975 900 828 758 6919 1258 1169 1084 1003 926 852 781 710

10 1192 1107 1026 948 872 798 726

80 p

sf

1 764 650 560 486 425 374 3312 1001 874 769 681 607 543 487 439 3953 1164 1035 924 829 746 673 608 550 4974 1275 1148 1037 937 849 770 699 633 5725 1351 1228 1117 1017 925 842 765 693 6256 1405 1286 1176 1075 982 895 814 738 6647 1328 1219 1118 1024 935 851 770 6938 1252 1151 1055 965 878 795 7149 1176 1080 988 900 814 730

10 1099 1006 916 829 743See page 2 for footnotes

1.5PLB20 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 50: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

TEK

K64

48 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 1078 948 845 760 691 632 5782 1396 1251 1130 1028 941 866 802 746 697 654 615 578 5443 1636 1493 1367 1257 1160 1076 1002 936 878 827 780 739 701 667 6364 1814 1681 1559 1449 1350 1260 1180 1109 1044 986 934 886 843 804 7675 1945 1826 1713 1607 1509 1420 1338 1263 1195 1132 1076 1024 976 932 8926 2043 1939 1836 1737 1644 1556 1474 1399 1329 1265 1205 1150 1099 1052 10097 2026 1933 1843 1755 1672 1593 1518 1448 1383 1322 1266 1213 1164 11188 2012 1930 1849 1770 1694 1622 1554 1489 1428 1371 1317 1267 11959 2001 1926 1853 1782 1713 1647 1584 1523 1467 1413 1324 1195

10 1991 1924 1857 1792 1728 1667 1609 1553 1475 1324 1195See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 71 70 67 64 62 59 562 82 82 81 79 77 74 72 69 66 64 62 59 573 90 91 91 90 88 86 84 81 79 76 74 72 69 67 654 95 98 98 98 97 95 93 91 89 87 84 82 80 78 755 99 103 104 105 104 103 102 100 98 95 93 91 89 87 846 102 107 109 110 110 109 108 107 105 103 101 99 97 95 927 110 113 114 115 115 114 113 111 110 108 106 104 102 1008 116 118 119 119 119 118 117 115 114 112 110 108 1069 121 123 123 123 123 122 120 119 117 116 114 112

10 126 127 127 127 126 125 124 122 121 119 117See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 1146 1009 898 809 735 672 6152 1485 1331 1202 1093 1001 921 853 794 742 696 654 614 5793 1740 1588 1454 1337 1235 1145 1066 996 934 879 830 786 746 710 6774 1930 1789 1659 1541 1436 1341 1256 1180 1111 1049 993 943 897 855 8165 2069 1943 1823 1710 1606 1510 1423 1343 1271 1205 1144 1089 1038 992 9496 2174 2062 1953 1848 1748 1655 1568 1488 1414 1345 1282 1223 1169 1119 10737 2155 2057 1961 1867 1778 1694 1615 1541 1472 1407 1347 1291 1238 11898 2140 2053 1967 1883 1802 1726 1653 1584 1520 1459 1401 1324 11959 2128 2049 1971 1895 1822 1752 1685 1621 1560 1475 1324 1195

10 2119 2046 1975 1906 1839 1774 1711 1652 1475 1324 1195

10 p

sf

1 1124 987 876 787 713 651 5952 1459 1306 1177 1068 976 897 829 770 719 673 632 595 5593 1709 1557 1424 1308 1206 1117 1039 970 908 854 805 761 721 685 6524 1892 1751 1623 1506 1401 1308 1224 1148 1081 1020 965 915 869 827 7895 2026 1900 1780 1668 1565 1471 1385 1306 1235 1170 1110 1056 1006 960 9186 2126 2013 1904 1799 1701 1609 1523 1444 1371 1304 1242 1185 1132 1083 10387 2101 2002 1905 1813 1725 1642 1564 1491 1424 1360 1302 1247 1196 11488 2080 1991 1905 1822 1743 1667 1596 1529 1466 1406 1351 1299 11959 2061 1982 1904 1829 1756 1687 1622 1559 1500 1444 1324 1195

10 2045 1973 1902 1833 1767 1703 1642 1584 1475 1324 1195

20 p

sf

1 1102 964 854 765 691 628 5742 1432 1280 1151 1043 952 873 805 747 695 650 609 573 5403 1677 1526 1393 1278 1177 1088 1011 942 881 827 779 735 696 660 6274 1854 1713 1585 1470 1366 1273 1190 1116 1049 989 934 885 840 799 7615 1983 1855 1735 1624 1522 1429 1344 1267 1197 1133 1074 1021 971 926 8856 2077 1963 1853 1748 1651 1560 1475 1398 1326 1260 1199 1143 1091 1043 9987 2045 1945 1848 1755 1668 1586 1509 1438 1371 1309 1252 1198 1148 11028 2018 1928 1841 1758 1679 1605 1534 1468 1407 1348 1294 1243 11959 1993 1911 1833 1758 1686 1618 1553 1492 1434 1379 1324 1195

10 1970 1896 1824 1755 1689 1626 1566 1509 1455 1324 1195See page 2 for footnotes

1.5PLB19 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 51: VULCRAFT Steel Roof Deck Design Guide Supplement 1

www.vulcraft.com VULCRAFT VPS1 49

PNEU

TEK K

64

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 1080 942 832 742 668 606 5542 1406 1253 1125 1018 926 848 781 722 671 626 585 549 5173 1644 1493 1362 1247 1146 1059 982 914 853 800 752 708 669 634 6014 1815 1674 1546 1432 1329 1237 1155 1081 1015 955 902 853 808 767 7305 1938 1810 1690 1579 1478 1385 1301 1225 1156 1092 1035 982 933 889 8486 2028 1911 1800 1696 1598 1508 1424 1347 1277 1211 1151 1096 1045 998 9547 1989 1886 1788 1695 1608 1527 1451 1380 1314 1253 1196 1143 1094 10488 1954 1862 1774 1691 1612 1537 1468 1402 1341 1283 1230 1179 11329 1921 1838 1759 1683 1610 1542 1478 1417 1359 1305 1254 1195

10 1891 1815 1742 1672 1605 1542 1482 1425 1371 1320 1195

40 p

sf

1 1057 920 810 720 646 584 5322 1378 1226 1099 992 901 823 756 698 646 601 561 525 4933 1610 1460 1329 1215 1115 1028 951 884 824 771 723 680 641 605 5734 1775 1634 1507 1392 1290 1199 1117 1044 979 920 866 818 773 733 6965 1892 1763 1642 1532 1431 1339 1256 1180 1111 1048 991 938 890 846 8056 1977 1859 1746 1641 1543 1453 1369 1293 1223 1158 1098 1043 992 945 9017 1931 1826 1726 1633 1545 1463 1387 1316 1251 1190 1133 1080 1031 9858 1888 1794 1704 1620 1540 1465 1395 1329 1267 1210 1156 1105 10579 1848 1762 1681 1603 1529 1460 1395 1333 1275 1220 1169 1120

10 1809 1731 1655 1583 1515 1450 1389 1331 1276 1223 1174

50 p

sf

1 1035 897 787 698 624 562 5092 1351 1199 1072 965 875 797 730 672 621 576 536 500 4683 1576 1426 1295 1182 1082 996 920 852 793 740 692 649 610 575 5424 1735 1593 1465 1351 1249 1158 1077 1005 939 880 827 778 734 694 6565 1846 1715 1593 1482 1381 1289 1206 1131 1062 999 942 889 841 796 7546 1926 1805 1690 1584 1485 1394 1310 1234 1163 1098 1038 982 930 882 8387 1872 1764 1662 1567 1478 1395 1318 1246 1180 1118 1060 1006 955 9088 1821 1724 1631 1544 1463 1386 1315 1247 1184 1125 1069 1016 9669 1772 1683 1598 1518 1442 1371 1303 1239 1179 1122 1068 1016

10 1725 1642 1563 1488 1417 1350 1285 1224 1166 1110 1057

60 p

sf

1 1012 874 764 675 601 539 4872 1323 1171 1045 938 848 770 704 646 595 550 510 474 4413 1542 1391 1261 1147 1048 962 886 819 759 706 658 615 5754 1693 1550 1422 1308 1206 1115 1034 961 896 837 783 733 6885 1799 1665 1543 1431 1329 1236 1153 1077 1007 943 885 831 7816 1874 1749 1632 1524 1424 1331 1247 1169 1097 1030 968 910 8567 1812 1700 1595 1497 1406 1321 1242 1168 1100 1035 975 9178 1752 1651 1555 1465 1380 1301 1226 1156 1090 1027 9679 1694 1601 1512 1428 1348 1273 1202 1134 1069 1007

10 1637 1550 1466 1387 1311 1239 1170 1104 1040

70 p

sf

1 989 852 742 652 578 517 4642 1295 1143 1017 910 820 743 676 618 567 521 481 4453 1506 1355 1225 1111 1012 926 850 782 722 668 619 5754 1651 1507 1378 1263 1160 1069 987 914 847 786 731 6795 1751 1615 1490 1376 1273 1180 1094 1017 945 879 818 7616 1822 1693 1573 1461 1359 1264 1177 1097 1022 952 886 8247 1750 1634 1526 1424 1330 1242 1159 1082 1009 940 8738 1681 1575 1475 1381 1292 1208 1129 1054 982 9129 1613 1515 1421 1332 1247 1166 1089 1015 943

10 1546 1453 1364 1278 1196 1117 1041 967

80 p

sf

1 966 829 719 629 555 494 4412 1266 1114 988 881 791 714 647 588 537 491 4493 1470 1319 1187 1073 974 887 810 742 681 625 5744 1608 1462 1331 1215 1112 1019 936 860 791 727 6685 1702 1563 1435 1319 1214 1118 1030 949 874 804 7376 1768 1635 1511 1396 1290 1192 1102 1017 937 862 7897 1687 1566 1453 1348 1249 1156 1068 985 905 8288 1608 1497 1391 1292 1197 1107 1021 938 8589 1530 1425 1325 1230 1138 1050 964 880

10 1452 1352 1255 1162 1072 984 898See page 2 for footnotes

1.5PLB19 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 52: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

TEK

K64

50 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 1249 1100 981 883 803 735 6762 1623 1459 1319 1201 1101 1015 940 875 818 768 723 682 6433 1900 1739 1597 1471 1360 1263 1177 1101 1034 974 920 871 827 787 7514 2101 1954 1818 1693 1580 1478 1387 1304 1230 1163 1102 1046 996 949 9075 2246 2117 1992 1874 1764 1663 1569 1484 1406 1334 1268 1208 1153 1102 10556 2353 2241 2128 2020 1916 1818 1726 1641 1561 1488 1419 1356 1298 1243 11937 2336 2236 2137 2041 1949 1861 1777 1698 1625 1555 1491 1430 1374 13218 2321 2233 2144 2058 1975 1895 1818 1746 1677 1612 1551 1493 14399 2310 2230 2150 2072 1996 1923 1852 1785 1721 1660 1602 1447

10 2301 2228 2155 2083 2014 1946 1881 1818 1758 1603 1447See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 88 86 82 79 75 71 682 104 103 101 99 96 92 89 86 82 79 76 74 713 114 116 115 113 111 108 105 102 99 96 93 90 87 84 824 122 124 125 124 123 120 118 115 112 109 106 103 101 98 955 127 131 132 133 132 130 128 126 123 121 118 115 112 109 1076 131 136 138 139 139 138 137 135 133 130 128 125 122 120 1177 140 143 145 146 145 144 143 141 138 136 134 131 129 1268 147 150 151 151 150 149 148 146 144 141 139 137 1349 154 155 156 156 155 154 152 150 148 146 144 141

10 159 160 160 160 159 158 156 154 152 150 148See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 1328 1170 1043 940 854 782 7192 1727 1552 1404 1278 1171 1079 1000 931 870 817 769 726 6843 2021 1850 1698 1565 1447 1344 1252 1172 1100 1036 978 926 880 837 7984 2235 2079 1934 1801 1681 1573 1475 1388 1308 1237 1172 1113 1059 1010 9655 2390 2252 2119 1993 1877 1769 1669 1579 1495 1419 1349 1285 1226 1172 11226 2504 2384 2264 2149 2038 1934 1836 1746 1661 1583 1510 1443 1380 1323 12697 2485 2379 2274 2172 2073 1979 1890 1807 1728 1655 1586 1521 1461 14058 2470 2375 2281 2190 2101 2016 1934 1857 1784 1715 1650 1588 14479 2457 2372 2287 2204 2124 2046 1971 1899 1831 1766 1603 1447

10 2448 2370 2292 2216 2142 2071 2001 1934 1787 1603 1447

10 p

sf

1 1303 1145 1018 914 829 757 6952 1696 1522 1374 1249 1143 1052 973 904 844 790 743 701 6613 1984 1814 1663 1530 1414 1311 1221 1141 1069 1006 949 898 851 809 7704 2190 2035 1890 1759 1640 1534 1437 1351 1272 1202 1138 1080 1027 978 9345 2339 2200 2068 1943 1828 1721 1624 1534 1452 1378 1309 1246 1188 1135 10866 2448 2326 2206 2090 1981 1878 1782 1693 1610 1533 1462 1396 1335 1279 12267 2421 2313 2208 2106 2009 1916 1829 1747 1670 1598 1531 1468 1410 13558 2398 2302 2208 2117 2029 1945 1865 1790 1718 1651 1588 1528 14479 2378 2292 2207 2124 2044 1967 1894 1824 1758 1695 1603 1447

10 2361 2282 2204 2129 2055 1985 1917 1852 1787 1603 1447

20 p

sf

1 1277 1119 993 889 804 732 6712 1666 1492 1345 1220 1114 1024 945 877 817 763 716 674 6363 1946 1776 1626 1495 1379 1277 1188 1108 1038 975 918 867 821 780 7414 2145 1989 1846 1716 1598 1492 1397 1312 1235 1165 1102 1044 992 944 9005 2288 2148 2015 1891 1777 1672 1575 1487 1407 1333 1265 1204 1147 1094 10466 2391 2266 2145 2030 1921 1819 1724 1636 1555 1480 1410 1345 1286 1230 11797 2356 2246 2140 2038 1941 1849 1763 1682 1607 1536 1471 1409 1352 12988 2325 2227 2132 2040 1953 1870 1791 1716 1646 1581 1519 1460 14069 2297 2208 2122 2039 1959 1883 1811 1742 1677 1615 1557 1447

10 2271 2190 2112 2035 1962 1892 1825 1761 1700 1603 1447See page 2 for footnotes

1.5PLB18 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 1252 1094 967 864 778 706 6462 1634 1461 1315 1191 1085 995 917 849 789 736 689 647 6093 1907 1738 1589 1458 1343 1242 1154 1075 1005 943 887 836 790 749 7114 2099 1943 1800 1671 1554 1449 1355 1271 1194 1125 1063 1006 954 907 8635 2235 2094 1961 1837 1723 1619 1524 1437 1357 1284 1218 1157 1101 1049 10016 2333 2206 2083 1967 1858 1757 1663 1576 1495 1421 1352 1289 1230 1175 11247 2289 2177 2069 1966 1869 1777 1692 1612 1537 1468 1403 1342 1286 12338 2250 2149 2052 1960 1872 1788 1710 1636 1567 1501 1440 1383 13289 2213 2122 2034 1949 1869 1792 1720 1651 1586 1525 1467 1412

10 2178 2095 2014 1936 1862 1791 1723 1659 1598 1540 1447

40 p

sf

1 1226 1068 942 838 753 681 6202 1603 1430 1284 1161 1056 965 888 820 760 708 661 619 5823 1868 1699 1551 1420 1306 1206 1118 1040 970 908 853 802 757 716 6784 2053 1896 1753 1624 1508 1404 1310 1226 1151 1083 1021 964 913 866 8225 2182 2039 1905 1781 1667 1563 1468 1382 1303 1231 1165 1104 1049 997 9506 2274 2143 2019 1902 1792 1691 1597 1510 1430 1356 1287 1224 1165 1111 10607 2222 2106 1996 1891 1793 1701 1615 1535 1460 1391 1326 1265 1209 11558 2173 2069 1969 1875 1785 1701 1622 1547 1477 1412 1350 1292 12379 2127 2032 1941 1854 1772 1694 1620 1550 1484 1422 1363 1307

10 2082 1995 1911 1830 1754 1681 1611 1545 1483 1423 1366

50 p

sf

1 1200 1042 916 813 727 656 5952 1571 1398 1253 1130 1025 935 858 790 731 678 632 590 5523 1828 1659 1511 1381 1268 1168 1080 1002 933 872 816 766 720 679 6414 2005 1847 1704 1575 1459 1355 1262 1179 1103 1035 973 917 865 818 7745 2127 1982 1846 1722 1608 1504 1409 1323 1244 1171 1105 1044 988 936 8876 2214 2080 1953 1834 1723 1621 1526 1438 1358 1283 1214 1150 1090 1034 9827 2152 2033 1919 1813 1713 1619 1532 1450 1374 1304 1237 1175 1116 10618 2094 1986 1883 1785 1694 1607 1526 1449 1377 1309 1245 1184 11269 2038 1938 1844 1753 1668 1587 1510 1437 1368 1303 1240 1181

10 1983 1890 1802 1718 1637 1560 1487 1417 1351 1287 1226

60 p

sf

1 1174 1016 890 787 701 630 5692 1538 1365 1220 1098 994 904 827 759 700 648 601 559 5213 1787 1618 1470 1340 1227 1128 1040 962 893 831 776 725 679 637 5984 1956 1797 1653 1523 1407 1304 1211 1127 1051 982 920 862 809 760 7155 2072 1924 1786 1660 1545 1440 1345 1257 1177 1104 1036 973 915 860 8096 2153 2015 1884 1763 1650 1546 1449 1360 1278 1201 1129 1063 1000 940 8847 2082 1958 1840 1730 1627 1531 1441 1357 1278 1204 1134 1067 1004 9438 2013 1900 1793 1691 1595 1505 1420 1340 1263 1191 1121 1055 9919 1946 1841 1741 1647 1556 1471 1389 1311 1237 1165 1096 1029

10 1880 1782 1688 1597 1511 1429 1350 1274 1200 1129 1059

70 p

sf

1 1148 990 864 761 675 604 5432 1505 1332 1188 1065 961 872 794 727 667 615 567 525 4863 1745 1576 1427 1297 1184 1085 997 919 849 786 729 677 6294 1906 1745 1600 1469 1353 1248 1154 1069 992 921 856 796 7405 2016 1864 1724 1596 1479 1372 1274 1185 1103 1026 955 888 8246 2092 1948 1814 1689 1573 1465 1366 1274 1188 1107 1031 958 8897 2010 1880 1758 1644 1537 1436 1342 1253 1169 1089 1012 9388 1930 1811 1698 1592 1491 1395 1304 1217 1134 1054 9769 1852 1740 1634 1533 1437 1344 1255 1169 1086 1005

10 1774 1668 1567 1470 1376 1285 1198 1112 1028

80 p

sf

1 1122 964 837 734 649 577 5172 1471 1298 1154 1031 927 838 760 692 632 578 530 4863 1703 1532 1383 1253 1139 1038 950 870 799 734 674 6184 1855 1692 1545 1413 1294 1188 1092 1004 924 850 780 7135 1958 1802 1659 1528 1408 1298 1197 1104 1017 935 857 7826 2029 1880 1741 1611 1491 1380 1276 1178 1086 998 914 8327 1936 1801 1673 1553 1440 1334 1233 1137 1045 956 8688 1845 1719 1600 1487 1379 1276 1177 1081 987 8959 1755 1636 1522 1413 1308 1207 1108 1011 916

10 1664 1550 1440 1333 1230 1129 1030 931See page 2 for footnotes

1.5PLB18 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 518 462 415 377 344 316 2892 653 597 548 504 466 432 403 377 353 333 314 296 2793 742 693 646 603 564 529 497 468 442 418 396 377 359 342 3274 801 760 719 679 642 607 575 545 518 493 469 448 428 409 3925 841 806 771 736 703 670 639 610 583 557 533 511 490 470 4526 869 840 810 780 750 720 691 664 637 612 588 566 544 524 5057 865 839 813 786 760 733 708 683 659 636 614 592 572 5538 861 838 815 791 767 744 721 698 676 655 634 615 5969 859 838 817 795 774 752 731 711 691 671 652 633

10 856 837 818 799 779 760 740 721 703 684 667See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 8 9 10 11 12 12 132 9 10 11 12 12 13 14 14 15 15 15 15 163 9 10 11 12 13 14 14 15 16 16 17 17 17 17 184 9 10 11 12 13 14 15 16 16 17 17 18 18 19 195 9 10 11 12 13 14 15 16 17 18 18 19 19 20 206 9 10 11 13 14 15 16 16 17 18 19 19 20 20 217 10 12 13 14 15 16 17 18 18 19 20 20 21 218 12 13 14 15 16 17 18 19 19 20 21 21 229 13 14 15 16 17 18 19 20 21 21 22 22

10 14 15 16 17 18 19 20 21 22 22 23See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 551 491 442 401 366 336 3072 695 635 583 536 495 460 428 401 376 354 334 314 2973 790 737 688 642 600 563 529 498 470 445 422 401 381 364 3484 853 808 764 723 683 646 612 580 551 524 499 476 455 435 4175 895 858 820 783 747 713 680 649 620 593 567 543 521 500 4816 924 894 862 829 797 766 735 706 678 651 626 602 579 558 5387 920 893 865 836 808 780 753 726 701 676 653 630 609 5898 916 892 867 842 816 791 767 743 719 697 675 654 6349 913 891 869 846 823 800 778 756 735 714 693 674

10 911 891 870 850 829 808 787 767 747 728 709

10 p

sf

1 520 460 411 370 335 306 2802 656 597 545 499 459 424 393 365 341 320 300 283 2673 743 689 640 595 554 518 485 455 428 403 381 361 342 325 3094 798 752 707 665 626 590 557 527 499 473 449 427 407 388 3715 835 794 755 717 680 646 614 584 556 530 505 483 462 442 4246 860 824 789 754 721 688 658 629 602 576 552 529 508 487 4687 845 813 782 751 721 692 665 638 613 590 567 546 525 5068 832 803 774 746 719 693 668 644 621 598 577 557 5389 819 793 766 741 716 692 668 646 624 604 584 565

10 807 782 758 734 711 689 667 646 626 606 587

20 p

sf

1 488 428 379 338 303 274 2492 616 556 504 459 419 384 354 327 303 281 262 245 2293 694 639 589 544 503 467 434 404 377 353 331 310 292 274 2584 742 692 645 602 563 526 493 462 433 407 383 361 340 321 3025 772 727 684 643 605 569 536 504 476 448 423 399 377 356 3366 793 751 710 672 635 600 567 536 507 479 453 429 405 383 3617 768 730 693 657 623 591 560 531 503 476 451 427 403 3818 743 708 674 640 609 578 549 521 494 468 443 419 3959 720 686 654 622 592 563 535 508 481 456 431 407

10 696 664 633 603 574 546 518 492 466 441 416See page 2 for footnotes

1.5PLB22 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

DIAPHRAGM TABLES1.5PLB with Pneutek K66

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 456 396 346 305 271 241 2162 574 513 461 415 375 340 308 281 256 233 212 192 1733 642 585 533 486 444 406 371 339 310 283 257 232 207 181 1554 682 628 578 532 489 449 413 378 346 315 285 256 227 197 1655 708 656 607 562 519 478 440 404 370 336 304 271 239 206 1716 724 674 627 582 539 498 459 422 386 350 316 281 247 211 1757 687 641 596 553 512 473 434 397 360 324 288 252 215 1788 651 607 564 522 482 443 405 367 330 293 256 218 1799 614 572 530 490 450 411 373 335 296 258 220 180

10 577 536 495 455 416 377 338 299 260 221 181

40 p

sf

1 422 362 312 270 235 205 1792 530 467 412 365 323 285 250 217 184 150 1133 587 526 470 419 373 330 288 248 208 166 1214 620 560 504 452 402 355 310 265 220 173 1245 640 581 525 471 420 371 323 275 227 177 1266 653 594 538 484 432 381 331 281 231 179 1277 603 547 493 440 388 336 285 233 181 1278 554 499 445 392 340 288 235 182 1289 503 449 396 343 290 236 182 128

10 452 398 345 291 237 183 128

50 p

sf

1 388 326 275 232 195 161 1282 482 416 358 305 257 209 161 1073 530 462 400 341 285 230 172 1114 555 487 422 360 300 239 177 1125 570 501 435 371 308 244 180 1136 580 511 443 378 313 247 181 1147 517 449 382 316 249 182 1148 453 385 318 251 183 1149 387 320 252 183 114

10 321 252 184 114

60 p

sf

1 351 287 234 186 1402 431 360 294 231 1673 468 392 320 249 1764 487 409 332 257 1805 498 418 339 261 1816 504 423 343 263 1827 427 346 265 1838 348 266 1849 267 184

10 184

70 p

sf

1 312 244 183 1212 376 296 217 1353 403 315 229 1394 416 325 234 1415 423 330 236 1416 427 332 238 1427 334 239 1428 239 1429 142

10

80 p

sf

1 269 193 1152 316 222 1243 333 232 1274 341 235 1285 345 237 1286 348 239 1287 239 1288 1299

10See page 2 for footnotes

1.5PLB22 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

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54 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 672 601 542 493 451 415 3842 848 781 720 665 617 574 536 502 472 445 421 399 3793 957 900 845 794 746 702 662 625 592 561 533 507 484 462 4424 1026 979 933 887 843 802 763 726 692 660 630 603 577 553 5315 1070 1033 994 955 916 878 842 807 774 743 713 685 658 634 6106 1100 1070 1038 1004 971 937 904 872 841 811 782 755 729 704 6807 1096 1069 1041 1012 983 953 924 896 868 840 814 789 764 7418 1093 1069 1044 1018 992 966 940 914 889 864 840 816 7949 1091 1069 1046 1023 1000 976 953 929 906 883 861 839

10 1089 1069 1048 1027 1006 985 963 942 921 900 879See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 13 14 16 17 17 18 182 13 15 17 18 19 20 21 21 22 22 22 23 233 14 16 17 19 20 21 22 23 24 24 25 25 25 26 264 14 16 18 19 21 22 23 24 25 26 26 27 27 28 285 14 16 18 20 21 22 24 25 26 27 28 28 29 29 306 14 16 18 20 21 23 24 26 27 28 29 29 30 31 317 16 18 20 22 23 25 26 27 28 29 30 31 32 328 18 20 22 24 25 26 28 29 30 31 32 33 339 20 22 24 25 27 28 29 30 32 32 33 34

10 22 24 26 27 28 30 31 32 33 34 35See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 715 640 577 524 480 441 4092 902 830 766 708 656 611 570 534 502 474 448 424 4033 1018 957 899 844 794 747 704 665 629 597 567 540 515 492 4714 1091 1042 992 944 897 853 811 772 736 702 670 641 614 589 5655 1139 1099 1057 1016 975 934 896 859 823 790 758 729 700 674 6496 1170 1138 1104 1068 1033 997 962 928 895 863 832 803 775 749 7237 1166 1138 1108 1077 1046 1014 983 953 923 894 866 839 813 7888 1163 1137 1111 1083 1056 1028 1000 973 946 919 893 869 8449 1160 1137 1113 1089 1064 1039 1014 989 964 940 916 893

10 1158 1137 1115 1093 1070 1047 1025 1002 979 957 935

10 p

sf

1 682 607 545 492 447 409 3772 860 789 724 667 616 572 532 497 465 437 412 389 3683 967 905 846 792 742 697 655 617 583 551 522 496 472 449 4294 1032 980 929 880 833 790 749 711 676 644 614 586 560 535 5135 1074 1029 985 941 899 859 821 784 750 718 688 659 633 608 5846 1101 1063 1024 985 947 910 875 841 808 777 747 719 693 667 6447 1086 1052 1017 983 949 916 884 853 823 795 768 742 717 6938 1072 1041 1009 978 948 918 889 861 833 807 782 757 7349 1059 1030 1001 973 945 917 890 864 839 815 791 768

10 1046 1019 992 966 940 914 889 865 842 819 797

20 p

sf

1 649 574 511 459 415 377 3442 817 745 681 624 574 530 490 456 425 397 372 349 3283 914 850 790 736 686 641 600 562 528 497 469 443 419 397 3764 971 915 861 811 763 719 678 641 606 573 543 515 489 465 4425 1007 957 908 861 817 775 735 698 663 630 599 570 543 517 4936 1031 985 940 896 854 814 776 740 705 673 642 612 584 558 5327 1004 962 921 882 843 806 771 737 705 674 644 616 589 5638 979 940 902 865 829 794 761 729 698 669 640 612 5869 953 917 881 846 813 780 748 717 688 659 631 604

10 928 894 860 827 794 763 733 703 674 646 619See page 2 for footnotes

1.5PLB20 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 615 540 477 425 381 343 3102 772 699 634 577 527 483 443 408 377 349 323 299 2783 859 792 730 674 623 577 535 496 461 428 398 370 343 318 2934 908 847 789 735 685 639 595 555 517 482 449 417 387 357 3285 939 882 827 775 726 680 636 595 556 519 483 449 416 383 3516 958 904 852 802 754 708 664 623 582 544 507 471 435 401 3667 920 869 820 773 728 684 642 601 562 524 486 449 413 3778 882 834 787 742 699 656 615 575 536 497 459 422 3849 844 798 753 709 667 625 585 545 506 467 428 390

10 806 761 718 675 633 592 552 512 472 433 394

40 p

sf

1 580 504 442 389 345 307 2742 725 650 584 526 474 429 387 350 316 283 252 221 1893 801 730 665 606 551 502 455 412 371 332 292 253 212 168 1204 843 776 712 653 597 545 496 449 403 359 314 269 223 174 1235 868 803 741 682 626 573 521 471 423 375 327 278 229 177 1246 884 821 760 701 645 590 538 486 435 385 335 284 232 179 1257 833 773 714 658 602 549 496 444 392 340 288 235 180 1258 782 723 666 611 556 503 450 397 344 290 236 181 1259 730 673 617 562 508 454 400 346 292 237 182 126

10 678 622 566 511 457 402 348 293 238 182 126

50 p

sf

1 544 468 404 351 306 266 2322 676 598 529 468 413 362 315 269 223 173 1183 741 664 594 529 468 411 355 300 244 185 1224 776 700 629 562 498 437 376 316 254 191 1245 796 722 650 582 516 451 388 324 259 193 1256 809 735 664 594 527 461 395 329 262 195 1257 744 672 603 534 467 399 332 264 196 1268 679 608 539 471 403 334 266 196 1269 612 543 474 405 336 267 197 126

10 545 476 406 337 267 197 126

60 p

sf

1 507 429 364 309 260 216 1732 624 541 468 400 338 276 213 1453 678 594 516 442 371 300 227 1504 706 621 541 463 387 310 233 1525 722 637 555 474 395 316 236 1536 732 646 563 481 400 319 237 1547 653 569 486 404 321 238 1548 573 489 406 323 239 1549 491 408 324 240 155

10 409 325 240 155

70 p

sf

1 467 387 319 259 202 1422 569 480 398 321 243 1603 612 519 430 344 256 1654 634 538 446 354 262 1675 646 549 454 360 265 1686 653 555 459 363 266 1687 559 462 365 267 1698 464 366 268 1699 367 268 169

10 269 169

80 p

sf

1 426 342 267 195 1152 510 412 319 224 1233 544 439 337 233 1254 559 451 344 236 1255 568 458 348 238 1266 573 462 351 239 1267 464 352 240 1268 353 240 1269 240 126

10 126See page 2 for footnotes

1.5PLB20 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

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56 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 821 736 665 605 554 510 4732 1035 956 884 820 762 710 664 623 586 553 523 496 4723 1163 1098 1035 975 919 867 819 775 735 698 664 632 604 577 5534 1241 1189 1137 1085 1035 986 940 897 857 819 783 750 719 690 6635 1291 1250 1207 1163 1119 1076 1034 994 955 918 883 850 818 789 7616 1324 1291 1256 1219 1182 1144 1107 1070 1034 999 966 934 903 873 8457 1320 1291 1260 1228 1196 1163 1130 1097 1065 1034 1004 974 946 9188 1317 1291 1264 1235 1207 1177 1148 1119 1090 1062 1034 1007 9819 1314 1291 1266 1241 1215 1189 1163 1136 1110 1084 1059 1034

10 1312 1291 1269 1246 1222 1199 1175 1151 1127 1103 1080See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 18 20 22 23 24 25 252 19 22 24 25 27 28 29 30 30 31 31 31 313 20 22 25 27 28 30 31 32 33 34 34 35 35 35 354 20 23 25 28 29 31 33 34 35 36 37 38 38 39 395 20 23 26 28 30 32 34 35 37 38 39 40 41 41 426 21 23 26 28 31 33 35 36 38 39 40 41 42 43 447 24 26 29 31 33 35 37 39 40 42 43 44 45 468 26 29 31 34 36 38 39 41 43 44 45 46 479 29 32 34 36 38 40 42 43 45 46 47 48

10 32 34 37 39 41 42 44 45 47 48 49See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 873 783 708 644 590 543 5032 1101 1017 941 872 810 756 707 663 624 589 557 528 5023 1238 1168 1101 1037 978 922 871 825 782 742 706 673 642 614 5884 1321 1265 1209 1154 1101 1049 1001 955 911 871 833 798 765 734 7065 1374 1330 1284 1237 1191 1145 1100 1057 1016 977 940 904 871 839 8096 1409 1374 1336 1297 1257 1217 1177 1138 1100 1063 1028 993 961 929 8997 1404 1373 1341 1307 1272 1237 1202 1167 1133 1100 1068 1036 1006 9778 1401 1373 1344 1314 1284 1253 1221 1190 1160 1130 1100 1071 10439 1398 1373 1347 1320 1293 1265 1237 1209 1181 1154 1127 1100

10 1396 1373 1350 1325 1300 1275 1250 1224 1199 1174 1149

10 p

sf

1 839 749 674 610 556 510 4702 1057 973 897 829 768 714 666 623 585 550 519 491 4653 1183 1112 1045 981 923 869 819 773 732 693 658 626 596 569 5444 1259 1200 1142 1086 1032 982 934 889 847 808 772 738 707 677 6505 1306 1256 1207 1158 1110 1064 1020 977 937 899 863 829 797 767 7396 1337 1294 1252 1209 1166 1124 1084 1044 1006 970 936 902 871 841 8137 1321 1283 1245 1207 1169 1132 1096 1060 1026 993 961 931 902 8748 1306 1272 1237 1203 1169 1135 1102 1070 1039 1009 979 951 9249 1292 1261 1229 1197 1166 1135 1105 1076 1047 1019 992 965

10 1279 1249 1220 1191 1162 1133 1105 1078 1051 1025 1000

20 p

sf

1 805 715 640 576 523 477 4372 1012 927 851 784 724 670 623 580 543 509 478 450 4253 1127 1054 986 922 863 810 760 716 674 637 603 571 542 515 4904 1195 1132 1071 1013 958 907 859 814 773 734 698 665 634 605 5785 1236 1181 1126 1074 1023 975 929 886 845 807 771 737 705 674 6466 1263 1213 1164 1116 1069 1024 980 939 899 861 826 791 759 728 6997 1236 1190 1145 1101 1059 1017 977 939 902 867 833 801 770 7408 1209 1167 1125 1085 1045 1007 970 934 899 865 833 802 7729 1183 1143 1104 1066 1029 993 958 924 891 859 828 798

10 1157 1119 1083 1046 1011 977 943 911 879 848 818See page 2 for footnotes

1.5PLB19 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 770 680 605 541 488 442 4022 965 879 803 735 675 622 575 533 495 461 430 402 3763 1070 993 923 858 798 744 694 649 607 569 533 501 470 442 4154 1129 1061 996 935 877 824 774 728 684 644 606 570 536 504 4745 1165 1103 1042 985 930 878 828 782 738 696 656 619 583 548 5156 1188 1130 1073 1018 965 914 866 819 775 733 692 653 615 579 5437 1149 1094 1041 990 940 892 846 802 759 718 678 639 601 5638 1109 1058 1008 959 912 866 822 778 737 696 656 617 5789 1070 1021 973 926 881 836 793 751 709 669 629 590

10 1031 984 937 892 848 804 762 720 679 638 598

40 p

sf

1 734 644 568 505 451 405 3662 916 829 751 683 622 568 520 476 437 401 368 336 3073 1010 930 856 788 726 669 616 568 523 481 440 402 364 326 2884 1062 987 917 851 789 731 676 625 576 529 484 440 397 353 3095 1093 1022 954 890 828 770 714 661 610 560 512 464 417 369 3216 1112 1044 979 915 854 796 739 685 632 580 529 479 429 379 3287 1060 995 933 872 814 757 701 647 594 541 489 438 385 3338 1007 945 885 826 769 713 658 604 550 497 443 390 3369 954 894 835 778 721 666 611 556 502 447 393 338

10 901 842 785 728 671 616 561 506 451 395 340

50 p

sf

1 697 606 530 467 413 366 3252 865 775 696 625 562 506 454 406 361 317 273 228 1773 948 863 784 711 645 582 524 468 414 360 306 249 189 1244 993 911 833 760 691 626 563 502 442 382 321 259 193 1255 1019 939 862 789 719 651 586 521 458 394 330 264 196 1266 1035 957 881 808 737 668 600 534 468 401 335 267 197 1267 969 893 820 749 679 610 542 474 406 338 269 198 1278 902 829 757 686 616 547 478 409 340 270 199 1279 835 763 692 621 551 481 412 341 271 199 127

10 767 696 625 554 484 413 343 271 199 127

60 p

sf

1 659 567 491 426 370 322 2782 812 719 636 561 493 430 370 311 250 183 1093 884 792 707 627 553 481 411 341 268 192 1114 922 831 745 663 584 507 431 354 276 196 1115 943 853 766 683 601 521 442 362 281 197 1126 957 867 780 695 612 530 448 366 283 198 1127 876 789 703 619 535 452 369 284 199 1128 795 709 624 539 455 371 285 199 1129 713 627 542 457 372 286 200 112

10 630 544 458 373 287 200 112

70 p

sf

1 619 526 448 380 321 267 2132 757 658 570 488 411 336 259 1753 818 718 624 535 448 362 273 1814 849 748 651 557 465 373 279 1835 866 765 666 570 475 379 283 1846 877 775 675 577 480 383 284 1857 782 681 582 484 385 286 1858 685 585 486 386 286 1859 588 488 387 287 185

10 489 388 287 185

80 p

sf

1 578 482 400 328 260 189 1052 699 594 496 404 312 216 1103 750 640 535 432 329 223 1114 774 662 552 445 336 226 1125 788 674 562 451 340 227 1126 796 681 568 455 342 228 1127 686 571 458 344 229 1128 574 459 345 229 1129 460 345 229 112

10 346 229 112See page 2 for footnotes

1.5PLB19 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 962 864 782 712 652 601 5572 1213 1123 1040 965 898 838 785 737 694 655 620 588 5593 1359 1286 1214 1146 1082 1022 967 916 869 826 786 750 716 685 6564 1447 1389 1330 1272 1215 1160 1108 1058 1012 968 927 888 852 819 7875 1502 1456 1409 1360 1311 1263 1216 1170 1126 1083 1043 1005 969 934 9026 1538 1502 1463 1423 1381 1339 1298 1256 1216 1177 1139 1102 1066 1033 10007 1534 1502 1468 1433 1397 1361 1324 1288 1252 1216 1182 1148 1116 10848 1531 1502 1472 1441 1409 1377 1345 1312 1280 1248 1216 1186 11569 1528 1502 1476 1448 1419 1390 1361 1332 1302 1273 1245 1217

10 1526 1502 1478 1453 1427 1401 1374 1348 1321 1295 1268See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 25 27 29 30 31 32 322 26 29 32 34 36 37 38 39 40 40 40 40 403 27 30 33 36 38 40 41 43 44 45 45 46 46 46 474 27 31 34 37 39 42 44 45 47 48 49 50 50 51 515 28 31 35 38 40 43 45 47 49 50 52 53 54 54 556 28 32 35 38 41 44 46 48 50 52 54 55 56 57 587 32 35 39 42 45 47 50 52 54 55 57 58 59 608 36 39 42 45 48 50 53 55 57 58 60 61 629 39 43 46 48 51 53 56 58 59 61 62 64

10 43 46 49 52 54 56 58 60 62 64 65See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 1024 920 832 757 694 639 5922 1290 1194 1106 1027 956 892 835 784 738 697 660 626 5953 1446 1368 1292 1219 1151 1087 1029 975 925 879 837 798 762 729 6984 1539 1478 1415 1353 1293 1234 1179 1126 1076 1030 986 945 907 871 8385 1598 1549 1499 1447 1395 1343 1293 1244 1198 1153 1110 1069 1030 994 9596 1636 1598 1557 1514 1469 1425 1380 1337 1294 1252 1211 1172 1134 1098 10647 1632 1598 1562 1525 1486 1447 1408 1370 1331 1294 1257 1222 1187 11538 1628 1598 1566 1533 1499 1465 1430 1396 1361 1327 1294 1262 12309 1626 1598 1570 1540 1510 1479 1448 1417 1386 1355 1324 1294

10 1623 1598 1572 1546 1518 1490 1462 1434 1405 1377 1349

10 p

sf

1 989 885 797 723 660 606 5592 1244 1148 1061 982 912 849 793 743 698 657 621 587 5573 1389 1310 1233 1161 1094 1031 974 921 872 828 787 749 714 682 6524 1475 1409 1345 1282 1221 1163 1109 1057 1009 964 922 882 845 811 7795 1528 1473 1419 1364 1311 1258 1208 1160 1114 1071 1029 990 953 918 8856 1562 1516 1469 1422 1374 1328 1282 1238 1195 1154 1114 1076 1040 1006 9737 1546 1505 1463 1421 1379 1338 1297 1257 1219 1181 1145 1111 1077 10458 1531 1493 1456 1418 1380 1343 1306 1270 1235 1201 1167 1135 11049 1516 1482 1447 1413 1378 1344 1310 1277 1245 1214 1183 1153

10 1502 1470 1438 1406 1374 1343 1312 1281 1251 1222 1193

20 p

sf

1 953 849 762 688 625 571 5252 1197 1101 1013 935 866 804 748 699 654 614 578 546 5163 1331 1249 1172 1099 1032 970 913 861 814 770 730 693 659 627 5984 1409 1339 1271 1206 1144 1086 1031 980 932 888 846 807 771 737 7065 1456 1395 1336 1277 1221 1167 1115 1066 1020 976 935 895 859 824 7916 1487 1433 1379 1326 1274 1224 1176 1129 1084 1042 1001 963 926 891 8587 1458 1409 1360 1312 1265 1220 1175 1133 1092 1052 1014 978 943 9108 1431 1385 1340 1296 1253 1210 1169 1130 1091 1054 1018 984 9519 1404 1361 1319 1278 1237 1198 1159 1122 1085 1050 1016 983

10 1377 1337 1297 1258 1220 1182 1146 1110 1075 1042 1009See page 2 for footnotes

1.5PLB18 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 917 813 726 652 590 536 4892 1148 1051 964 886 816 755 700 650 606 567 531 498 4683 1272 1187 1107 1033 965 903 846 794 746 702 661 624 589 557 5274 1341 1266 1194 1126 1062 1001 945 892 843 798 755 715 677 641 6085 1383 1315 1249 1186 1125 1067 1012 961 911 865 821 779 740 702 6666 1410 1347 1286 1226 1168 1113 1059 1008 960 913 868 826 785 746 7087 1369 1311 1254 1198 1145 1093 1043 994 948 903 860 818 778 7388 1329 1274 1220 1168 1117 1068 1020 974 929 885 843 801 7619 1288 1236 1185 1135 1087 1039 993 948 904 861 819 778

10 1249 1198 1149 1101 1054 1008 963 919 876 833 792

40 p

sf

1 880 776 689 615 553 499 4532 1098 999 911 833 763 701 645 595 551 510 473 438 4063 1211 1121 1039 962 892 828 769 715 665 618 575 534 495 457 4214 1273 1191 1114 1041 972 908 848 791 738 688 640 594 550 507 4655 1309 1233 1160 1090 1023 959 899 841 786 734 683 634 586 539 4926 1332 1260 1190 1122 1056 993 933 875 818 764 711 660 609 559 5107 1278 1210 1144 1079 1017 956 898 841 785 731 678 625 573 5228 1224 1159 1095 1034 973 914 857 800 745 691 637 583 5309 1170 1107 1046 986 926 869 812 756 700 645 591 536

10 1116 1055 995 936 877 820 763 707 652 596 541

50 p

sf

1 843 738 651 577 514 460 4132 1047 945 855 775 704 640 582 530 482 437 394 353 3113 1148 1053 966 886 812 744 681 621 565 511 459 406 354 299 2414 1202 1113 1029 950 875 805 738 674 613 553 494 435 375 313 2495 1234 1148 1067 988 913 842 773 706 641 577 514 451 387 321 2546 1253 1171 1091 1013 938 866 795 727 659 593 527 461 394 326 2567 1186 1107 1030 955 882 810 740 671 603 535 467 398 329 2588 1118 1041 966 893 821 750 680 610 541 471 401 331 2599 1050 975 901 829 757 686 615 545 475 404 332 260

10 981 907 834 762 691 619 548 477 405 333 260

60 p

sf

1 804 699 611 536 473 418 3692 993 889 796 712 638 570 507 448 391 334 274 209 1363 1083 983 890 804 723 648 576 507 438 369 297 221 1404 1130 1033 940 853 770 690 613 537 462 385 307 226 1415 1157 1062 970 882 797 714 634 554 474 394 312 228 1426 1174 1080 988 900 814 730 647 564 482 399 315 230 1427 1092 1001 912 825 739 655 571 487 403 317 230 1428 1009 920 833 746 661 576 490 405 318 231 1429 926 838 751 665 579 493 406 319 231 143

10 842 755 668 581 494 407 320 232 143

70 p

sf

1 764 658 569 493 427 369 3172 937 829 731 643 562 486 413 340 262 1773 1016 908 808 714 624 538 453 367 277 1834 1056 949 847 750 656 563 471 379 283 1855 1079 972 870 770 673 577 481 385 287 1866 1093 987 884 783 684 585 487 388 288 1877 996 893 791 690 591 491 391 289 1878 899 796 695 594 493 392 290 1879 800 698 597 495 393 291 187

10 701 599 496 394 291 187

80 p

sf

1 723 615 523 444 374 310 2452 880 765 661 565 475 385 293 1933 947 831 721 616 514 412 307 1984 981 863 750 640 532 424 314 2005 999 881 766 653 542 430 317 2016 1011 892 776 661 548 433 318 2027 899 782 666 551 436 319 2028 786 670 554 437 320 2029 672 555 438 321 202

10 557 439 321 202See page 2 for footnotes

1.5PLB18 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 691 606 538 483 436 395 3612 879 782 702 636 580 533 492 457 423 394 368 346 3273 1032 932 846 772 709 655 607 566 530 498 469 442 418 396 3764 1153 1055 968 892 825 766 714 668 627 590 557 528 501 477 4555 1248 1156 1072 996 927 866 811 761 717 677 641 608 578 551 5276 1323 1238 1159 1085 1017 955 898 847 800 758 719 684 652 622 5957 1305 1231 1161 1095 1033 977 925 877 833 793 755 721 690 6618 1292 1225 1162 1103 1047 995 947 902 860 822 786 753 7099 1281 1221 1164 1109 1058 1010 965 923 884 847 785 709

10 1271 1217 1165 1115 1068 1023 981 941 875 785 709See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 40 40 40 39 38 37 362 44 45 45 45 44 43 42 41 40 38 37 36 353 47 48 49 49 49 48 47 46 45 44 43 42 41 39 384 49 51 52 53 53 52 52 51 50 49 48 47 45 44 435 50 53 55 56 56 56 56 55 54 53 52 51 50 49 486 52 55 57 58 59 59 59 58 58 57 56 55 54 53 527 56 58 60 61 61 62 61 61 60 59 58 57 56 558 60 62 63 64 64 64 64 63 62 62 61 60 599 63 65 66 66 66 66 66 65 64 64 63 62

10 66 67 68 68 68 68 68 67 66 65 65See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 735 644 572 514 464 420 3842 935 832 747 676 617 567 524 486 450 419 392 368 3483 1098 991 900 821 754 696 646 602 564 529 499 471 444 421 4004 1226 1122 1030 949 877 815 759 710 667 628 593 562 533 507 4845 1328 1230 1140 1059 986 921 862 810 763 720 682 647 615 587 5606 1407 1318 1233 1154 1082 1016 955 901 851 806 765 728 694 662 6337 1389 1310 1235 1165 1099 1039 984 933 886 843 804 767 734 7038 1374 1304 1236 1173 1114 1058 1007 959 915 874 837 785 7099 1362 1299 1238 1180 1126 1075 1027 982 940 875 785 709

10 1353 1295 1239 1186 1136 1088 1043 981 875 785 709

10 p

sf

1 714 623 551 493 444 401 3642 912 809 724 654 594 544 501 464 431 400 373 349 3293 1070 964 873 796 729 672 622 578 540 506 476 449 424 402 3814 1194 1091 1000 919 849 787 732 683 640 602 568 537 508 483 4605 1291 1194 1105 1025 953 888 831 779 733 691 653 619 588 560 5346 1366 1276 1192 1114 1043 978 919 866 817 773 733 696 663 632 6047 1343 1264 1190 1121 1057 998 944 894 848 806 768 733 700 6708 1324 1253 1187 1125 1067 1013 963 916 874 834 797 763 7099 1307 1244 1184 1127 1074 1024 978 935 895 857 785 709

10 1293 1235 1180 1129 1080 1034 990 950 875 785 709

20 p

sf

1 692 602 530 472 424 381 3452 888 785 701 630 572 522 479 442 410 381 354 330 3103 1042 936 846 769 703 646 597 554 515 482 452 425 401 379 3594 1162 1059 968 888 818 757 703 655 613 575 541 510 482 457 4345 1253 1156 1068 989 918 854 797 747 701 660 623 589 558 530 5056 1324 1234 1150 1072 1002 938 880 828 780 737 698 662 629 598 5717 1296 1216 1142 1074 1010 953 899 851 806 765 728 693 661 6328 1271 1200 1134 1073 1015 962 913 868 826 787 752 718 6889 1249 1186 1126 1070 1017 968 923 881 841 805 771 709

10 1229 1171 1117 1065 1017 972 930 890 853 785 709See page 2 for footnotes

1.5PLB22 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 671 580 509 450 403 361 3252 864 761 677 607 548 499 456 419 387 359 334 311 2913 1013 908 818 742 676 620 571 528 490 456 427 400 376 354 3344 1128 1025 935 856 787 726 672 625 583 545 512 481 454 429 4065 1215 1117 1029 950 880 817 761 711 666 625 588 555 525 497 4716 1281 1190 1105 1028 958 895 837 786 739 696 657 621 589 559 5317 1247 1166 1092 1023 960 903 850 802 758 717 680 646 614 5858 1216 1144 1078 1016 959 906 857 812 771 732 696 663 6329 1188 1123 1063 1006 954 905 860 817 778 741 707 675

10 1161 1102 1047 995 946 901 858 818 781 746 709

40 p

sf

1 650 559 487 429 381 341 3052 839 737 653 583 524 475 432 396 364 335 310 288 2683 984 879 790 714 648 592 543 500 463 429 400 373 3494 1093 990 900 822 753 692 639 592 550 513 479 448 4215 1175 1077 988 910 839 777 721 671 626 585 548 515 4846 1237 1144 1058 981 911 847 790 738 691 648 608 572 5397 1196 1114 1038 969 906 848 795 746 701 660 622 5868 1159 1085 1017 954 896 842 793 747 704 664 6279 1123 1056 994 936 882 832 785 741 700 661

10 1089 1028 970 916 865 818 773 731 691

50 p

sf

1 628 537 465 407 360 320 2862 814 712 628 558 500 450 408 371 339 311 2863 954 849 760 684 619 562 514 471 433 399 3694 1058 954 864 785 716 656 603 555 513 475 4405 1134 1035 946 866 796 733 676 625 580 538 4996 1192 1096 1009 930 859 795 736 683 635 590 5487 1143 1059 981 910 845 786 731 680 633 5888 1098 1022 952 886 826 769 717 668 6219 1055 985 919 858 801 747 696 648

10 1012 947 885 827 773 720 670

60 p

sf

1 607 516 444 386 338 298 2642 788 686 602 533 474 425 382 345 3133 923 818 728 652 587 530 481 438 3994 1021 917 826 746 677 616 561 512 4685 1092 991 900 820 748 683 625 572 5236 1145 1046 957 876 803 736 675 619 5667 1089 1001 920 846 778 715 656 6008 1035 955 881 811 746 685 6279 983 908 838 771 709 648

10 930 859 792 727 665

70 p

sf

1 585 494 422 363 316 276 2422 762 660 576 506 448 398 354 3163 891 785 695 618 552 495 444 3984 983 877 785 704 633 570 513 4605 1049 945 852 769 694 627 565 5076 1096 995 902 818 741 670 604 5417 1032 940 855 776 703 634 5678 969 884 804 728 657 5879 906 825 748 674 603

10 842 764 688 615

80 p

sf

1 563 472 399 341 293 253 2182 735 633 548 478 419 368 3233 858 751 660 582 514 454 4004 943 835 741 658 584 517 4545 1004 896 800 714 635 562 4936 1047 940 843 754 672 595 5207 973 876 785 700 619 5408 900 808 720 637 5559 825 736 650 566

10 749 661 575See page 2 for footnotes

1.5PLB22 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 894 786 699 629 571 519 4742 1151 1029 927 841 769 707 654 608 568 531 496 466 4393 1351 1227 1120 1026 945 875 813 759 711 669 631 597 566 538 5114 1503 1386 1280 1185 1100 1025 958 898 845 797 753 714 679 647 6175 1619 1512 1411 1319 1234 1157 1087 1024 967 915 868 825 785 749 7166 1707 1611 1518 1430 1348 1271 1201 1137 1077 1023 973 927 885 846 8107 1690 1605 1523 1445 1371 1302 1237 1177 1122 1070 1022 978 937 8998 1676 1600 1527 1456 1389 1326 1267 1211 1159 1110 1064 1022 9479 1665 1596 1530 1466 1405 1346 1291 1239 1190 1144 1050 947

10 1655 1593 1532 1474 1417 1363 1312 1263 1170 1050 947See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 55 54 53 51 49 47 452 62 63 62 61 59 58 56 54 52 50 48 47 453 67 68 69 68 67 66 64 62 60 59 57 55 53 52 504 71 73 74 74 73 72 71 69 68 66 64 63 61 59 585 73 76 78 78 78 78 77 75 74 72 71 69 67 66 646 75 79 81 82 83 82 82 81 79 78 76 75 73 72 707 81 84 85 86 86 86 85 84 83 81 80 78 77 758 86 88 89 90 89 89 88 87 86 85 83 82 809 90 92 93 93 92 92 91 90 89 87 86 84

10 94 95 96 95 95 94 93 92 91 90 88See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 952 836 744 669 607 553 5052 1225 1094 986 895 818 752 696 647 604 565 528 496 4673 1437 1306 1191 1092 1006 931 865 808 757 712 671 635 603 573 5444 1599 1475 1362 1261 1170 1090 1019 955 899 847 802 760 722 688 6575 1722 1608 1501 1403 1312 1231 1156 1089 1028 973 923 877 836 797 7626 1816 1714 1615 1521 1434 1353 1278 1209 1146 1088 1035 987 942 900 8627 1797 1707 1620 1537 1458 1385 1316 1252 1193 1138 1088 1041 997 9478 1783 1702 1624 1549 1478 1411 1347 1288 1233 1181 1132 1050 9479 1771 1698 1627 1559 1494 1432 1374 1318 1266 1170 1050 947

10 1761 1695 1630 1568 1508 1450 1396 1311 1170 1050 947

10 p

sf

1 930 814 722 647 585 532 4852 1200 1070 961 871 794 729 673 624 581 544 508 476 4483 1407 1276 1163 1064 979 904 839 782 732 687 647 611 578 549 5224 1564 1440 1328 1227 1138 1059 989 926 870 819 774 733 696 662 6315 1682 1568 1461 1364 1275 1194 1121 1055 995 941 891 847 805 768 7336 1771 1668 1569 1476 1390 1310 1236 1169 1107 1051 999 951 907 867 8297 1746 1656 1569 1486 1409 1337 1270 1207 1150 1096 1047 1001 958 9198 1726 1645 1567 1493 1423 1357 1296 1238 1184 1134 1087 1043 9479 1708 1636 1565 1498 1434 1374 1317 1263 1212 1165 1050 947

10 1693 1627 1563 1501 1442 1386 1333 1283 1170 1050 947

20 p

sf

1 908 792 700 625 564 512 4642 1174 1044 937 846 770 705 649 601 558 521 488 457 4283 1377 1246 1133 1035 951 877 812 756 706 661 622 586 554 525 4984 1528 1404 1293 1193 1105 1027 957 895 840 790 745 704 668 634 6035 1640 1526 1420 1323 1235 1155 1083 1018 959 906 857 813 773 736 7026 1725 1620 1522 1429 1343 1264 1192 1126 1065 1010 959 912 869 829 7937 1694 1602 1515 1433 1357 1285 1219 1158 1101 1049 1001 956 914 8768 1667 1586 1508 1434 1365 1300 1239 1182 1130 1080 1034 992 9479 1643 1570 1499 1432 1369 1309 1253 1201 1151 1105 1050 947

10 1622 1555 1490 1429 1371 1315 1263 1214 1168 1050 947See page 2 for footnotes

1.5PLB20 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 886 770 678 603 542 490 4442 1148 1019 911 821 745 681 625 577 534 497 464 435 4083 1345 1215 1103 1006 922 848 785 728 679 635 595 560 528 499 4724 1491 1367 1256 1157 1070 993 924 862 807 758 714 674 637 604 5745 1598 1483 1377 1280 1193 1114 1043 979 921 868 820 776 736 700 6666 1677 1572 1472 1380 1294 1216 1144 1079 1019 964 914 868 825 786 7507 1640 1547 1459 1377 1301 1230 1164 1104 1048 996 948 904 863 8258 1607 1524 1445 1371 1302 1237 1176 1120 1068 1019 974 931 8929 1576 1501 1429 1362 1298 1239 1183 1130 1081 1035 992 947

10 1547 1478 1413 1351 1292 1237 1184 1135 1089 1045 947

40 p

sf

1 864 748 656 581 520 468 4242 1122 993 886 796 720 656 600 552 510 473 440 411 3853 1314 1184 1072 975 891 819 755 699 650 606 567 532 500 471 4444 1453 1329 1218 1120 1033 956 888 827 773 724 679 640 603 570 5405 1555 1439 1332 1236 1149 1070 999 936 878 825 778 734 694 658 6246 1629 1522 1421 1328 1242 1164 1092 1027 967 913 863 816 774 734 6987 1585 1490 1401 1317 1241 1169 1104 1043 987 935 887 843 801 7628 1544 1459 1379 1303 1233 1168 1107 1050 997 948 902 858 8189 1506 1428 1355 1286 1221 1160 1103 1050 999 952 907 865

10 1469 1397 1330 1266 1205 1148 1094 1043 995 950 906

50 p

sf

1 841 726 634 559 497 446 4022 1095 967 860 770 695 630 575 527 485 448 415 386 3593 1281 1151 1040 943 860 788 724 669 619 575 536 501 4694 1414 1290 1179 1081 994 917 849 788 734 685 641 600 5635 1510 1393 1286 1189 1101 1023 952 888 830 777 729 685 6446 1580 1470 1367 1273 1187 1108 1036 970 909 854 803 755 7117 1528 1430 1339 1254 1176 1103 1037 975 917 864 814 7678 1479 1391 1308 1231 1159 1091 1028 970 914 862 8139 1433 1352 1275 1204 1136 1073 1013 956 903 852

10 1387 1312 1240 1173 1109 1049 991 937 884

60 p

sf

1 819 703 611 536 475 423 3802 1068 940 833 744 668 604 549 501 459 422 388 3593 1248 1118 1006 910 827 754 691 635 586 541 501 4654 1375 1249 1138 1039 952 875 807 745 690 640 594 5525 1465 1345 1237 1139 1051 971 899 834 775 720 670 6236 1530 1417 1312 1215 1127 1047 973 905 842 784 730 6797 1470 1369 1274 1187 1106 1031 961 896 836 778 7248 1412 1320 1234 1153 1077 1006 940 877 817 7599 1356 1271 1191 1115 1043 975 910 848 788

10 1301 1221 1145 1072 1003 937 873 811

70 p

sf

1 796 681 589 514 452 401 3572 1041 912 805 716 641 577 521 473 430 392 3583 1213 1083 971 875 791 719 655 598 547 501 4594 1334 1207 1094 995 907 829 760 696 639 586 5375 1418 1296 1186 1086 996 915 841 773 710 652 5966 1479 1362 1253 1154 1063 980 903 832 765 701 6417 1410 1304 1206 1115 1030 951 877 807 740 6758 1343 1246 1155 1069 989 912 839 769 7019 1277 1186 1100 1018 940 865 792 721

10 1211 1124 1042 962 885 810 737

80 p

sf

1 774 658 566 491 429 378 3342 1013 884 777 688 612 547 491 442 3983 1178 1047 935 837 753 679 614 555 5024 1292 1163 1049 948 859 778 706 639 5785 1371 1245 1132 1030 937 852 774 701 6336 1426 1305 1193 1090 995 907 825 747 6737 1348 1238 1134 1038 948 863 781 7038 1272 1169 1071 979 892 807 7259 1195 1097 1003 914 827 742

10 1117 1022 931 842 755See page 2 for footnotes

1.5PLB20 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 66: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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64 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 1092 961 856 770 699 640 5852 1413 1266 1142 1038 950 875 810 753 704 660 620 582 5493 1657 1511 1382 1270 1172 1086 1011 945 886 833 787 745 707 672 6414 1839 1702 1577 1464 1363 1272 1191 1118 1053 994 941 893 849 809 7735 1974 1851 1734 1626 1525 1434 1350 1274 1204 1141 1084 1031 983 938 8986 2075 1966 1860 1758 1662 1572 1489 1412 1341 1275 1215 1159 1107 1060 10167 2056 1961 1867 1777 1691 1609 1533 1462 1395 1334 1276 1222 1172 11268 2042 1956 1872 1791 1714 1640 1569 1503 1441 1383 1328 1277 11959 2030 1953 1877 1803 1732 1664 1600 1538 1480 1425 1324 1195

10 2020 1950 1881 1813 1748 1685 1625 1568 1475 1324 1195See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 71 70 67 64 62 59 562 82 82 81 79 77 74 72 69 66 64 62 59 573 90 91 91 90 88 86 84 81 79 76 74 72 69 67 654 95 98 98 98 97 95 93 91 89 87 84 82 80 78 755 99 103 104 105 104 103 102 100 98 95 93 91 89 87 846 102 107 109 110 110 109 108 107 105 103 101 99 97 95 927 110 113 114 115 115 114 113 111 110 108 106 104 102 1008 116 118 119 119 119 118 117 115 114 112 110 108 1069 121 123 123 123 123 122 120 119 117 116 114 112

10 126 127 127 127 126 125 124 122 121 119 117See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 1162 1022 910 819 744 681 6222 1503 1347 1215 1105 1011 931 862 802 749 703 660 619 5843 1763 1607 1470 1351 1247 1155 1075 1005 942 887 837 792 752 715 6824 1956 1811 1678 1558 1450 1353 1267 1190 1120 1057 1001 950 903 861 8225 2099 1969 1845 1729 1623 1525 1436 1355 1281 1214 1153 1097 1045 998 9556 2207 2092 1979 1870 1768 1673 1584 1502 1426 1356 1292 1233 1178 1127 10807 2187 2086 1986 1890 1799 1712 1631 1555 1485 1419 1357 1300 1247 11958 2172 2081 1992 1906 1823 1744 1670 1599 1533 1471 1413 1324 11959 2159 2077 1997 1918 1843 1771 1702 1636 1574 1475 1324 1195

10 2149 2074 2001 1929 1860 1793 1729 1653 1475 1324 1195

10 p

sf

1 1140 1000 888 797 722 659 6022 1477 1321 1190 1080 986 906 838 778 725 679 638 599 5643 1731 1576 1440 1321 1218 1127 1048 978 916 861 811 767 727 690 6574 1918 1774 1641 1522 1416 1320 1235 1158 1090 1028 972 921 875 833 7955 2056 1925 1802 1687 1582 1486 1398 1318 1245 1179 1119 1064 1013 967 9246 2159 2042 1929 1822 1720 1626 1539 1458 1384 1315 1252 1194 1141 1091 10457 2133 2030 1931 1835 1745 1660 1580 1506 1437 1372 1312 1257 1205 11578 2111 2020 1931 1845 1763 1686 1613 1544 1480 1419 1362 1309 11959 2092 2010 1929 1852 1777 1706 1639 1575 1515 1458 1324 1195

10 2076 2000 1927 1856 1788 1722 1660 1600 1475 1324 1195

20 p

sf

1 1117 977 865 774 699 636 5812 1450 1295 1164 1054 961 882 813 754 701 655 615 578 5443 1698 1544 1409 1291 1188 1099 1020 950 889 834 785 741 701 665 6324 1880 1735 1604 1486 1380 1285 1201 1125 1058 996 941 891 846 804 7665 2012 1881 1758 1644 1539 1444 1357 1279 1207 1142 1083 1028 979 933 8916 2110 1992 1878 1771 1670 1577 1491 1412 1339 1271 1209 1152 1100 1051 10067 2077 1973 1873 1778 1688 1604 1526 1453 1385 1322 1263 1208 1158 11108 2049 1956 1866 1781 1700 1623 1552 1484 1421 1361 1306 1254 11959 2023 1939 1858 1781 1707 1637 1570 1508 1449 1393 1324 1195

10 2000 1923 1849 1778 1710 1646 1584 1526 1470 1324 1195See page 2 for footnotes

1.5PLB19 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 1094 954 843 752 677 614 5602 1423 1268 1138 1029 936 857 788 729 677 631 591 554 5223 1665 1511 1377 1260 1158 1069 991 922 861 806 758 714 674 638 6064 1841 1696 1565 1448 1343 1249 1166 1091 1024 963 909 859 814 773 7355 1967 1835 1712 1598 1495 1400 1315 1237 1166 1102 1043 990 941 896 8546 2060 1940 1826 1718 1618 1525 1440 1362 1289 1223 1162 1106 1054 1006 9617 2020 1915 1814 1718 1629 1545 1467 1395 1328 1266 1208 1154 1104 10578 1985 1890 1800 1714 1633 1556 1485 1418 1355 1297 1242 1191 11439 1952 1866 1784 1706 1632 1562 1496 1433 1375 1320 1268 1195

10 1921 1842 1767 1695 1627 1562 1501 1442 1387 1324 1195

40 p

sf

1 1072 932 820 729 654 591 5382 1396 1241 1111 1002 910 831 763 704 652 606 566 530 4973 1632 1478 1344 1228 1126 1038 960 892 831 777 729 685 646 610 5774 1801 1656 1525 1408 1304 1211 1128 1054 987 928 873 824 779 739 7015 1922 1788 1664 1551 1448 1354 1269 1192 1122 1058 1000 947 898 853 8126 2010 1887 1771 1663 1563 1470 1385 1307 1236 1170 1109 1053 1002 954 9097 1962 1854 1752 1655 1565 1482 1404 1332 1265 1203 1145 1091 1041 9958 1919 1822 1730 1643 1561 1484 1412 1345 1282 1224 1169 1117 10699 1878 1790 1706 1626 1551 1480 1413 1350 1291 1235 1183 1133

10 1839 1758 1680 1607 1537 1471 1408 1349 1292 1239 1189

50 p

sf

1 1049 909 797 706 631 569 5152 1368 1213 1084 976 884 805 737 678 627 581 541 504 4723 1598 1444 1310 1194 1094 1006 928 860 800 746 698 654 615 579 5464 1760 1614 1484 1367 1263 1171 1088 1014 948 888 834 785 740 699 6625 1875 1740 1615 1502 1398 1305 1220 1143 1073 1009 951 898 848 803 7616 1958 1833 1715 1606 1505 1412 1327 1248 1176 1110 1049 993 940 892 8467 1903 1792 1687 1589 1498 1413 1335 1262 1194 1131 1073 1018 966 9188 1851 1751 1656 1567 1484 1406 1332 1264 1200 1140 1083 1029 9799 1802 1710 1623 1541 1464 1391 1322 1257 1196 1137 1082 1030

10 1754 1669 1588 1512 1439 1370 1305 1242 1183 1127 1073

60 p

sf

1 1026 886 774 683 608 546 4922 1340 1186 1057 948 856 778 710 652 600 554 514 478 4453 1563 1409 1276 1160 1059 972 895 827 766 712 664 620 5804 1718 1572 1441 1324 1220 1128 1045 971 905 845 790 740 6955 1828 1690 1565 1450 1346 1252 1166 1089 1018 954 895 840 7896 1906 1777 1657 1546 1444 1350 1263 1184 1110 1043 980 922 8677 1842 1728 1620 1520 1427 1340 1260 1185 1115 1049 988 9308 1782 1678 1580 1488 1402 1321 1245 1173 1106 1042 9819 1723 1627 1537 1451 1370 1293 1221 1152 1086 1023

10 1666 1576 1491 1410 1333 1259 1189 1122 1057

70 p

sf

1 1002 863 751 660 585 523 4692 1311 1157 1028 920 828 750 682 624 572 526 485 4493 1527 1373 1240 1124 1023 936 858 790 729 675 625 5804 1676 1528 1396 1279 1175 1082 999 924 856 795 739 6875 1779 1640 1512 1396 1290 1195 1108 1029 957 890 828 7706 1853 1720 1597 1484 1379 1283 1194 1112 1036 965 899 8367 1780 1662 1550 1447 1351 1261 1177 1098 1024 954 8878 1710 1602 1500 1404 1313 1228 1147 1071 998 9289 1642 1541 1445 1355 1269 1186 1108 1033 960

10 1574 1479 1388 1301 1218 1138 1060 985

80 p

sf

1 979 839 728 637 562 499 4462 1282 1128 999 891 799 721 653 594 542 495 4543 1491 1336 1202 1086 985 897 819 750 688 632 5804 1632 1483 1350 1231 1126 1032 947 871 801 736 6765 1730 1587 1457 1339 1231 1134 1045 963 887 816 7486 1799 1662 1535 1418 1310 1211 1118 1032 952 876 8027 1717 1593 1478 1370 1269 1175 1086 1002 921 8438 1637 1523 1416 1314 1218 1127 1040 956 8749 1558 1451 1349 1252 1159 1070 983 898

10 1479 1377 1279 1184 1093 1004 917See page 2 for footnotes

1.5PLB19 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 68: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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66 VPS1 VULCRAFT www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

1 1281 1127 1004 904 822 752 6902 1661 1490 1347 1225 1122 1033 957 891 833 781 736 692 6523 1946 1778 1630 1499 1385 1285 1197 1119 1050 988 933 884 839 798 7614 2155 2001 1858 1727 1610 1505 1410 1325 1249 1180 1117 1061 1009 962 9195 2309 2171 2039 1915 1800 1694 1597 1509 1428 1354 1287 1225 1168 1116 10686 2423 2302 2183 2067 1958 1855 1759 1670 1588 1511 1441 1376 1315 1260 12087 2403 2297 2191 2089 1991 1899 1811 1729 1652 1581 1514 1451 1393 13388 2388 2292 2198 2107 2018 1934 1854 1778 1706 1638 1575 1515 14479 2375 2289 2204 2121 2040 1963 1889 1818 1751 1688 1603 1447

10 2365 2286 2208 2132 2059 1987 1919 1853 1787 1603 1447See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Seis

mic

or W

ind

1 88 86 82 79 75 71 682 104 103 101 99 96 92 89 86 82 79 76 74 713 114 116 115 113 111 108 105 102 99 96 93 90 87 84 824 122 124 125 124 123 120 118 115 112 109 106 103 101 98 955 127 131 132 133 132 130 128 126 123 121 118 115 112 109 1076 131 136 138 139 139 138 137 135 133 130 128 125 122 120 1177 140 143 145 146 145 144 143 141 138 136 134 131 129 1268 147 150 151 151 150 149 148 146 144 141 139 137 1349 154 155 156 156 155 154 152 150 148 146 144 141

10 159 160 160 160 159 158 156 154 152 150 148See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Upl

ift

1 1362 1199 1069 962 874 800 7342 1767 1586 1433 1303 1194 1099 1018 948 886 831 783 736 6943 2070 1892 1734 1595 1473 1367 1273 1190 1117 1051 993 940 892 849 8104 2293 2128 1976 1838 1713 1601 1500 1410 1328 1255 1189 1128 1073 1023 9775 2457 2310 2169 2037 1915 1802 1699 1605 1519 1440 1369 1303 1243 1187 11366 2578 2449 2322 2199 2083 1973 1871 1777 1689 1608 1533 1464 1399 1340 12857 2557 2443 2331 2223 2119 2020 1927 1839 1758 1681 1610 1544 1482 14248 2540 2439 2339 2241 2147 2057 1972 1891 1815 1743 1675 1603 14479 2527 2435 2344 2256 2170 2088 2009 1934 1863 1787 1603 1447

10 2515 2432 2349 2269 2190 2114 2041 1971 1787 1603 1447

10 p

sf

1 1339 1176 1046 939 851 777 7132 1740 1559 1406 1278 1168 1074 994 923 861 807 759 716 6743 2037 1859 1702 1564 1444 1338 1245 1163 1090 1025 966 914 867 823 7844 2254 2089 1938 1801 1677 1566 1466 1377 1296 1224 1158 1099 1044 995 9495 2411 2264 2124 1993 1872 1760 1659 1566 1481 1404 1333 1268 1209 1154 11046 2528 2397 2270 2148 2032 1924 1824 1731 1644 1565 1491 1423 1360 1302 12487 2500 2385 2273 2165 2062 1964 1873 1787 1707 1632 1563 1497 1437 13808 2476 2374 2274 2177 2084 1996 1912 1833 1758 1688 1622 1560 14479 2456 2364 2273 2185 2101 2020 1943 1869 1800 1734 1603 1447

10 2439 2354 2272 2191 2114 2039 1968 1899 1787 1603 1447

20 p

sf

1 1316 1153 1023 916 828 754 6922 1712 1532 1380 1251 1142 1049 969 898 837 783 735 692 6533 2003 1826 1670 1533 1413 1308 1216 1134 1062 997 939 887 840 797 7584 2214 2049 1899 1762 1640 1530 1431 1343 1263 1191 1126 1067 1014 965 9205 2366 2217 2077 1947 1827 1717 1616 1525 1441 1365 1295 1231 1173 1119 10696 2477 2345 2217 2095 1980 1873 1773 1682 1597 1518 1446 1379 1317 1260 12077 2442 2326 2213 2105 2002 1906 1816 1731 1652 1579 1511 1447 1387 13328 2411 2308 2207 2110 2018 1930 1847 1769 1696 1627 1563 1502 14459 2384 2290 2199 2111 2027 1947 1871 1799 1730 1666 1603 1447

10 2359 2274 2190 2110 2033 1959 1888 1821 1757 1603 1447See page 2 for footnotes

1.5PLB18 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 1293 1130 999 893 805 732 6692 1684 1504 1353 1225 1116 1023 943 873 812 758 710 667 6293 1969 1792 1636 1500 1381 1277 1185 1105 1033 969 911 859 813 770 7314 2173 2008 1858 1723 1601 1492 1395 1307 1228 1157 1093 1034 981 933 8885 2319 2170 2030 1900 1780 1671 1572 1481 1399 1323 1255 1192 1134 1081 10326 2425 2291 2162 2040 1925 1819 1720 1629 1546 1468 1397 1331 1270 1214 11617 2383 2265 2151 2042 1940 1844 1755 1671 1593 1521 1453 1391 1332 12778 2345 2239 2137 2040 1947 1860 1778 1701 1628 1561 1497 1437 13819 2310 2214 2122 2033 1949 1869 1793 1721 1654 1590 1530 1447

10 2277 2190 2105 2024 1946 1872 1802 1735 1671 1603 1447

40 p

sf

1 1270 1107 976 870 782 709 6462 1656 1476 1325 1198 1090 997 917 848 787 733 685 642 6043 1934 1758 1603 1467 1349 1245 1154 1074 1002 939 882 830 784 741 7034 2131 1966 1817 1682 1561 1453 1356 1269 1191 1121 1057 999 946 898 8545 2272 2121 1980 1851 1732 1623 1525 1435 1353 1278 1210 1148 1091 1038 9896 2373 2236 2106 1983 1868 1762 1664 1574 1490 1414 1343 1278 1217 1161 11097 2323 2202 2086 1977 1875 1779 1689 1606 1529 1457 1390 1327 1269 12158 2277 2168 2065 1966 1873 1786 1703 1626 1554 1486 1423 1363 13079 2234 2135 2041 1951 1866 1785 1709 1637 1569 1505 1444 1387

10 2193 2102 2016 1933 1854 1779 1707 1640 1576 1515 1447

50 p

sf

1 1246 1083 953 847 759 685 6232 1627 1448 1298 1171 1063 970 891 821 761 707 659 617 5783 1899 1722 1568 1433 1315 1212 1122 1042 971 907 850 799 753 711 6724 2089 1924 1774 1639 1519 1411 1315 1229 1151 1081 1018 960 908 859 8155 2223 2071 1930 1800 1681 1573 1474 1385 1304 1229 1161 1099 1042 989 9406 2320 2180 2048 1924 1809 1702 1604 1514 1431 1354 1283 1218 1157 1101 10497 2262 2138 2020 1909 1806 1709 1619 1536 1458 1386 1318 1255 1196 11418 2207 2096 1990 1889 1795 1706 1623 1545 1471 1403 1338 1277 12209 2156 2054 1957 1865 1777 1695 1617 1543 1474 1408 1346 1287

10 2106 2012 1922 1836 1755 1677 1604 1534 1468 1405 1345

60 p

sf

1 1223 1060 929 823 736 662 6002 1598 1419 1269 1143 1035 943 864 794 734 680 632 590 5523 1863 1686 1532 1398 1280 1178 1088 1008 937 874 817 766 719 677 6384 2046 1880 1730 1595 1475 1368 1272 1186 1108 1038 975 917 864 815 7705 2175 2020 1877 1747 1627 1519 1421 1331 1250 1175 1107 1044 986 932 8826 2266 2123 1988 1862 1746 1639 1540 1449 1365 1288 1216 1149 1087 1030 9757 2199 2072 1952 1839 1733 1635 1544 1459 1380 1306 1237 1172 1111 10538 2136 2021 1912 1809 1712 1621 1535 1455 1379 1308 1241 1177 11179 2075 1969 1869 1773 1683 1598 1517 1440 1368 1299 1233 1170

10 2016 1917 1823 1734 1649 1568 1490 1417 1346 1279 1214

70 p

sf

1 1199 1036 906 800 712 639 5762 1569 1390 1240 1114 1007 915 836 766 706 652 604 562 5233 1826 1649 1495 1361 1244 1142 1051 972 901 837 780 728 6814 2003 1835 1684 1549 1429 1322 1225 1139 1061 990 926 867 8135 2125 1968 1823 1691 1571 1462 1363 1273 1190 1114 1044 980 9196 2211 2064 1927 1799 1681 1572 1471 1378 1293 1213 1139 1070 10057 2136 2004 1881 1765 1657 1556 1462 1375 1293 1215 1143 10748 2063 1944 1830 1724 1623 1529 1440 1356 1276 1201 11299 1993 1882 1777 1677 1582 1492 1407 1326 1248 1173

10 1923 1819 1720 1625 1535 1449 1366 1286 1209

80 p

sf

1 1175 1012 882 776 688 615 5532 1539 1360 1211 1085 977 886 806 737 676 622 574 5313 1789 1611 1457 1323 1206 1103 1013 933 861 797 739 6864 1958 1789 1637 1501 1380 1272 1175 1088 1009 936 870 8085 2074 1914 1768 1634 1512 1402 1301 1208 1124 1045 972 9036 2156 2005 1864 1733 1612 1500 1397 1302 1213 1130 1051 9777 2071 1935 1807 1688 1576 1472 1374 1282 1195 1113 10348 1989 1864 1746 1635 1530 1430 1336 1247 1161 10789 1908 1791 1681 1575 1475 1379 1287 1199 1113

10 1827 1717 1612 1510 1413 1319 1229 1140See page 2 for footnotes

1.5PLB18 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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NOTES

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Approximate Dimensions

Deck Weight and Section Properties

Attachment Patterns to Supports

DeckType

Design Thickness

(in.)

Weight(psf)

I x

(in4/ft)Idn

(in4/ft)Idi

(in4/ft)Idm

(in4/ft)Spos

(in3/ft)Sneg

(in3/ft)Va

(lb/ft)

3.0PLN22 0.0295 2.26 0.882 0.697 0.856 0.865 0.346 0.413 2566

3.0PLN20 0.0358 2.71 1.071 0.874 1.066 1.068 0.451 0.538 4047

3.0PLN19 0.0418 3.15 1.252 1.054 1.252 1.252 0.561 0.645 5517

3.0PLN18 0.0474 3.56 1.420 1.228 1.420 1.420 0.661 0.747 7070

Notes:1. Section properties are based on Fy = 50,000 psi2. Ix = Gross Moment of Inertia3. Idn = Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Normal Position)4. Idi = Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Inverted Position)5. Idm = Moment of Inertia for Deflection due to Uniform Loads for Multiple Span Conditions6. Spos = Positive Effective Section Modulus7. Sneg = Negative Effective Section Modulus8. Va = Allowable web shear strength

3.0PLN™ 3" Deep Roof Deck Used with PunchLok® II System

24/4

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PNEU

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SD

K61

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 390 369 350 333 317 302 288 276 2644 473 449 428 408 389 373 357 343 330 317 306 295 285 275 2665 550 524 499 477 457 438 420 404 389 375 362 350 338 327 3176 619 591 566 542 520 499 480 462 446 430 415 402 389 377 3657 681 653 626 601 578 556 536 517 499 482 466 452 438 424 4128 736 708 681 655 632 609 588 568 549 531 515 499 484 470 4569 785 757 730 705 681 658 636 616 596 578 560 544 528 513 499

10 828 801 774 749 725 702 680 660 640 621 603 586 570 554 53911 866 840 814 790 766 743 721 700 680 661 643 626 609 593 57812 900 875 850 826 803 780 759 738 718 699 680 663 646 629 614

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 17 17 17 17 17 17 16 16 164 18 19 19 19 19 19 18 18 18 18 18 17 17 17 175 20 20 20 20 20 20 20 20 20 20 20 19 19 19 196 21 21 21 21 21 21 21 21 21 21 21 21 21 21 207 21 22 22 22 23 23 23 23 23 23 23 22 22 22 228 22 23 23 23 23 24 24 24 24 24 24 24 24 24 239 23 23 24 24 24 25 25 25 25 25 25 25 25 25 25

10 23 24 24 25 25 25 26 26 26 26 26 26 26 26 2611 24 24 25 25 26 26 26 27 27 27 27 27 27 27 2712 24 25 25 26 26 27 27 27 27 28 28 28 28 28 28

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 415 393 373 355 337 321 306 293 2814 504 478 455 434 414 396 380 365 351 338 325 314 303 292 2835 585 557 531 508 486 466 447 430 414 399 385 372 360 348 3376 658 629 602 576 553 531 511 492 474 458 442 427 414 401 3897 724 694 666 640 615 592 570 550 531 513 496 480 465 451 4388 783 753 724 697 672 648 625 604 584 565 548 531 515 500 4859 835 805 777 750 724 700 677 655 634 615 596 578 562 546 531

10 881 852 824 797 772 747 724 702 681 661 641 623 606 589 57411 922 893 866 840 815 791 767 745 724 703 684 665 648 631 61412 957 930 904 879 854 830 807 785 764 743 724 705 687 670 653

10 p

sf

3 390 368 349 331 315 300 286 274 2624 473 448 426 405 387 369 353 338 325 312 300 289 279 269 2605 547 520 496 473 452 433 415 398 383 368 355 342 331 319 3096 612 584 558 534 512 491 471 453 437 421 406 392 379 367 3557 668 640 613 588 565 543 523 503 485 469 453 438 424 410 3988 717 688 661 636 612 590 568 549 530 512 495 480 465 451 4379 758 730 703 678 654 631 609 589 570 552 534 518 502 487 473

10 794 766 740 715 691 668 646 625 606 587 569 552 536 521 50611 825 798 772 747 723 700 678 658 638 619 601 584 567 552 53712 852 825 800 775 751 729 707 686 667 648 629 612 595 579 564

20 p

sf

3 361 340 321 303 287 272 259 246 2354 436 412 389 369 351 333 317 303 289 276 264 252 241 231 2215 499 473 448 426 405 386 368 351 336 321 307 293 281 269 2576 552 524 498 474 452 431 412 393 376 359 344 329 314 300 2877 595 567 540 515 491 469 448 429 410 392 375 358 342 327 3118 631 602 575 549 524 501 479 458 438 419 401 383 366 349 3329 661 631 604 577 552 528 505 483 462 442 423 404 385 367 349

10 685 656 628 601 575 551 527 504 483 461 441 421 401 382 36311 706 676 648 621 595 570 546 522 500 478 456 435 415 395 37512 723 693 665 638 611 586 561 537 514 491 469 448 426 405 385

See page 2 for footnotes

3.0PLN22

Pneutek SDK61 Fastener @ Supports ≥ 0.113" and ≤ 0.155"

Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

DIAPHRAGM TABLES3.0PLN with Pneutek SDK61

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 324 302 282 264 246 229 213 197 1814 385 359 335 313 291 271 251 230 209 188 164 137 1075 432 403 376 351 326 302 278 254 229 203 175 144 1116 468 437 408 379 352 325 298 270 242 213 182 149 1137 496 463 432 401 371 342 312 282 252 220 187 151 1148 517 483 450 418 386 355 323 291 259 225 190 153 1159 534 499 465 431 398 365 331 298 264 229 192 155 116

10 548 511 476 441 407 372 338 303 268 231 194 156 11611 559 521 485 449 414 378 343 307 271 234 196 157 11712 567 530 493 456 420 383 347 310 273 235 197 157 117

40 p

sf

3 268 240 211 181 147 1074 304 270 235 198 157 1125 329 290 250 207 163 1146 345 303 259 214 166 1157 357 312 265 218 168 1168 365 318 270 220 169 1169 372 323 273 222 170 117

10 376 326 276 224 171 11711 380 329 277 225 172 11712 383 331 279 226 172 117

50 p

sf

3 155 994 163 1015 167 1026 169 1037 170 1038 171 1039 172 104

10 172 10411 173 10412 173 104

See page 2 for footnotes

3.0PLN22 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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PNEU

TEK

SD

K61

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 525 497 473 450 430 411 394 378 3624 637 606 578 552 528 506 485 466 449 432 417 403 390 377 3655 737 704 673 645 618 594 571 550 530 511 494 478 462 448 4346 825 791 759 729 701 675 650 627 606 586 566 548 531 515 5007 901 867 835 804 776 749 723 699 676 655 634 615 597 579 5638 967 934 902 872 843 815 789 765 741 719 697 677 658 640 6229 1024 992 961 931 903 876 849 824 801 778 756 735 715 696 678

10 1073 1043 1013 984 956 930 904 879 855 832 810 789 768 749 73011 1116 1087 1058 1031 1004 978 952 928 904 881 859 838 818 798 77912 1152 1125 1098 1072 1046 1021 996 972 949 927 905 884 863 843 824

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 24 24 24 24 24 23 23 23 224 27 27 27 27 27 26 26 26 26 25 25 24 24 24 235 29 29 29 29 29 29 29 29 28 28 28 27 27 27 266 31 31 31 31 31 31 31 31 31 31 30 30 30 29 297 32 32 33 33 33 33 33 33 33 33 32 32 32 32 318 33 34 34 34 35 35 35 35 35 35 34 34 34 34 349 34 35 35 36 36 36 36 36 36 36 36 36 36 36 36

10 35 36 36 37 37 37 38 38 38 38 38 38 38 37 3711 36 37 37 38 38 39 39 39 39 39 39 39 39 39 3912 36 37 38 39 39 40 40 40 40 41 41 41 41 41 40

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 558 529 503 479 457 437 419 402 3864 677 645 615 587 561 538 516 496 477 460 444 429 414 401 3895 784 749 716 686 658 632 607 585 564 544 526 508 492 477 4626 877 841 807 775 746 718 692 667 644 623 603 583 565 548 5327 958 922 888 856 825 796 769 744 719 696 675 654 635 616 5998 1029 993 960 927 897 867 840 813 788 765 742 720 700 681 6629 1090 1055 1023 991 961 931 904 877 852 827 804 782 761 741 721

10 1142 1109 1078 1047 1017 989 961 935 909 885 861 839 817 797 77711 1187 1156 1126 1097 1068 1040 1013 987 962 938 914 892 870 849 82912 1226 1197 1168 1140 1113 1086 1060 1034 1010 986 962 940 918 897 877

10 p

sf

3 525 497 471 448 426 407 389 372 3574 635 603 574 547 523 500 479 460 442 425 409 395 381 368 3565 729 695 664 635 609 584 561 539 519 500 483 466 451 436 4226 808 774 742 712 684 658 633 610 589 568 549 531 514 498 4837 875 841 809 778 750 723 697 673 650 629 609 590 571 554 5388 931 897 865 835 806 779 753 728 705 683 662 642 623 605 5879 977 945 913 883 854 827 801 776 753 730 709 688 669 650 632

10 1016 984 954 924 896 869 843 818 795 772 750 729 709 690 67211 1049 1018 988 960 932 905 880 855 831 808 787 765 745 726 70712 1077 1047 1018 990 963 937 911 887 863 841 819 798 777 758 739

20 p

sf

3 485 457 432 409 388 369 351 334 3194 580 549 521 495 470 448 427 407 389 372 355 340 325 311 2985 657 624 594 565 538 514 490 468 448 428 409 391 374 358 3416 719 684 652 622 594 567 542 518 496 474 453 433 414 395 3777 768 733 700 669 639 611 585 559 535 511 489 467 446 425 4058 807 772 738 706 676 647 619 592 567 542 518 494 471 449 4279 838 803 769 737 706 676 647 619 592 566 541 516 492 468 445

10 864 828 794 761 730 699 670 641 614 587 560 535 509 484 45911 884 849 815 782 750 719 689 660 631 603 576 549 523 497 47112 901 866 832 799 766 735 705 675 646 617 589 562 534 507 481

See page 2 for footnotes

3.0PLN20 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 432 403 376 351 327 304 282 260 2384 504 471 440 410 381 353 326 298 269 239 207 171 1325 558 521 486 452 420 387 355 323 289 254 217 178 1356 597 558 520 483 447 411 376 340 303 264 224 182 1377 626 585 545 506 467 429 390 351 312 271 228 184 1388 648 605 564 523 482 442 401 360 318 276 231 186 1399 665 621 578 535 493 451 409 366 323 279 234 187 139

10 678 633 589 545 502 458 415 371 327 281 235 188 14011 689 643 597 553 508 464 419 375 329 283 236 189 14012 697 650 604 559 514 468 423 378 331 285 237 189 140

40 p

sf

3 347 309 271 229 184 1324 387 342 295 246 193 1365 412 362 310 255 198 1386 429 374 319 261 201 1397 440 383 325 265 203 1408 448 389 329 267 205 1409 454 393 332 269 205 140

10 458 396 334 270 206 14111 461 399 335 271 207 14112 464 400 337 272 207 141

50 p

sf

3 192 1204 198 1225 202 1236 204 1237 205 1248 206 1249 207 124

10 207 12411 207 12412 208 124

See page 2 for footnotes

3.0PLN20 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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PNEU

TEK

SD

K61

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 650 617 587 560 535 512 490 471 4534 788 751 717 686 657 630 605 582 560 540 522 504 488 472 4585 908 869 833 799 768 738 711 685 661 639 617 597 579 561 5446 1012 972 935 900 868 837 807 780 754 730 707 685 664 645 6267 1100 1061 1025 990 956 925 895 866 839 814 789 766 744 723 7038 1175 1138 1102 1068 1035 1003 973 944 917 890 865 841 818 797 7769 1238 1203 1169 1136 1104 1073 1043 1014 986 960 935 910 887 864 843

10 1292 1259 1226 1195 1164 1134 1105 1077 1049 1023 998 973 950 927 90511 1338 1307 1276 1246 1217 1188 1160 1133 1106 1080 1055 1031 1007 984 96212 1376 1348 1319 1291 1263 1236 1209 1182 1157 1131 1107 1083 1060 1037 1015

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 33 33 33 33 32 32 31 31 304 37 37 37 37 37 36 36 35 35 34 34 33 33 32 325 40 40 40 40 40 40 40 39 39 38 38 38 37 37 366 43 43 43 43 43 43 43 43 42 42 42 41 41 40 407 45 45 46 46 46 46 46 46 45 45 45 44 44 44 438 46 47 47 48 48 48 48 48 48 48 48 47 47 47 469 48 49 49 50 50 50 50 50 50 50 50 50 50 49 49

10 49 50 51 51 52 52 52 52 52 52 52 52 52 52 5111 50 51 52 53 53 54 54 54 54 54 54 54 54 54 5412 51 52 53 54 55 55 55 56 56 56 56 56 56 56 56

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 692 657 625 595 569 544 522 501 4814 838 799 763 730 699 670 644 619 596 575 555 536 519 502 4875 966 925 886 850 817 786 756 729 703 679 657 636 616 597 5796 1076 1034 995 958 923 890 859 830 802 776 752 729 707 686 6667 1170 1129 1090 1053 1017 984 952 922 893 866 840 815 792 770 7488 1250 1210 1172 1136 1101 1067 1035 1004 975 947 920 895 871 847 8259 1317 1280 1243 1208 1174 1141 1109 1079 1049 1021 994 968 943 920 897

10 1374 1339 1305 1271 1238 1206 1175 1145 1116 1088 1061 1035 1010 986 96311 1423 1390 1358 1326 1295 1264 1234 1205 1177 1149 1122 1097 1072 1047 102412 1464 1434 1404 1373 1344 1315 1286 1258 1230 1204 1178 1152 1127 1103 1080

10 p

sf

3 650 616 585 557 531 507 485 465 4464 783 745 711 679 649 622 597 573 551 530 511 493 476 460 4465 894 855 818 784 752 723 695 669 645 622 601 581 562 544 5276 985 946 909 874 841 810 781 754 728 704 681 659 638 619 6007 1060 1021 985 949 916 885 855 827 800 775 751 728 706 685 6668 1122 1084 1048 1013 980 949 919 890 863 837 812 788 766 744 7249 1172 1136 1100 1066 1034 1003 973 944 917 891 865 841 818 796 775

10 1214 1178 1144 1111 1079 1049 1019 991 963 937 912 888 864 842 82011 1248 1214 1181 1149 1118 1088 1058 1030 1003 977 952 928 904 882 86012 1277 1244 1212 1181 1150 1121 1092 1065 1038 1012 987 963 939 916 894

20 p

sf

3 599 565 535 507 481 458 436 415 3964 711 674 640 609 580 552 527 503 481 459 439 420 402 384 3675 800 761 724 690 659 629 600 574 549 525 502 480 458 438 4186 868 828 790 755 721 689 659 630 603 576 551 527 503 480 4577 921 881 842 806 771 738 706 675 646 618 590 564 538 512 4878 963 922 883 846 810 776 743 711 680 650 621 593 565 538 5119 996 955 916 878 842 807 773 740 708 677 646 616 587 558 530

10 1022 981 942 904 867 831 797 763 730 698 666 635 605 574 54411 1043 1002 963 925 887 851 816 782 748 715 682 650 619 588 55612 1060 1020 980 942 904 868 832 797 763 729 696 663 630 598 566

See page 2 for footnotes

3.0PLN19 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 529 494 461 430 401 372 344 317 2884 612 571 533 497 461 427 392 358 322 284 244 201 154 1025 670 626 584 543 503 463 424 384 343 300 255 208 157 1036 712 665 620 575 532 489 445 401 356 310 262 212 159 1047 743 694 646 599 552 506 460 413 365 317 266 214 160 1048 765 714 665 616 567 519 470 422 372 321 269 216 161 1049 782 730 679 628 578 528 478 428 376 324 271 217 161 104

10 795 742 690 638 587 536 484 432 380 327 273 218 162 10411 805 751 698 646 593 541 489 436 383 329 274 218 162 10512 813 759 705 652 598 545 492 439 385 330 275 219 162 105

40 p

sf

3 419 372 323 272 216 1544 461 406 349 289 226 1585 487 426 363 299 231 1606 504 438 372 304 234 1617 515 447 378 308 235 1618 522 453 382 310 237 1629 528 457 385 312 237 162

10 532 460 387 313 238 16211 535 462 388 314 239 16212 538 464 389 315 239 162

50 p

sf

3 224 1394 231 1415 234 1426 236 1437 237 1438 238 1439 239 143

10 239 14311 239 14312 240 143

See page 2 for footnotes

3.0PLN19 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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PNEU

TEK

SD

K61

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 766 727 693 661 631 605 580 557 5354 926 884 845 809 775 744 715 688 663 640 618 597 578 560 5435 1064 1020 979 940 904 871 839 809 782 755 731 708 686 665 6456 1181 1137 1095 1056 1019 984 951 919 890 862 835 810 786 763 7427 1279 1236 1196 1157 1120 1084 1050 1018 988 958 931 904 879 855 8328 1361 1321 1282 1244 1207 1172 1139 1107 1076 1046 1018 991 964 940 9169 1430 1392 1355 1319 1284 1250 1217 1185 1154 1125 1096 1069 1043 1017 993

10 1487 1452 1417 1383 1350 1317 1286 1255 1225 1196 1167 1140 1114 1088 106411 1535 1503 1471 1439 1407 1376 1346 1316 1287 1259 1231 1204 1178 1153 112812 1576 1546 1516 1487 1457 1428 1399 1370 1342 1315 1288 1262 1237 1212 1188

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 44 43 43 42 42 41 40 40 394 49 49 48 48 48 47 47 46 45 45 44 43 43 42 415 53 53 53 53 53 52 52 51 51 50 50 49 48 48 476 56 57 57 57 57 56 56 56 55 55 54 54 53 53 527 59 59 60 60 60 60 60 60 59 59 59 58 58 57 578 61 62 62 63 63 63 63 63 63 63 62 62 61 61 609 63 64 65 65 66 66 66 66 66 66 66 65 65 64 64

10 65 66 67 67 68 68 68 69 69 69 68 68 68 68 6711 66 67 68 69 70 70 71 71 71 71 71 71 71 71 7012 67 69 70 71 71 72 73 73 73 73 73 73 73 73 73

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 814 774 737 703 672 643 617 592 5704 985 940 899 860 825 792 761 732 706 681 657 636 615 596 5775 1132 1085 1041 1000 962 926 893 861 831 804 777 753 729 707 6876 1256 1209 1165 1124 1084 1047 1011 978 946 917 888 862 836 812 7897 1360 1315 1272 1231 1191 1153 1117 1083 1051 1020 990 962 935 910 8858 1448 1405 1363 1323 1285 1247 1212 1177 1144 1113 1083 1054 1026 1000 9749 1521 1481 1441 1403 1366 1330 1295 1261 1228 1197 1166 1137 1109 1082 1056

10 1582 1545 1508 1472 1436 1401 1368 1335 1303 1272 1242 1213 1185 1158 113211 1633 1599 1565 1531 1497 1464 1432 1400 1369 1339 1310 1281 1253 1227 120012 1677 1645 1613 1582 1550 1519 1488 1458 1428 1399 1371 1343 1316 1289 1263

10 p

sf

3 764 725 689 657 626 599 573 549 5274 917 875 835 798 764 733 704 676 651 627 605 584 564 545 5285 1043 999 957 919 883 849 817 787 760 733 709 685 663 642 6236 1145 1101 1059 1020 983 948 915 883 854 826 800 775 751 729 7077 1227 1183 1142 1103 1066 1031 997 965 935 906 879 853 828 804 7828 1293 1251 1211 1173 1136 1101 1067 1035 1005 975 947 921 895 870 8479 1346 1306 1267 1230 1194 1159 1126 1094 1064 1034 1006 979 953 928 904

10 1390 1351 1314 1278 1242 1209 1176 1144 1114 1085 1056 1029 1003 978 95311 1425 1388 1352 1317 1283 1250 1218 1187 1157 1128 1100 1072 1046 1021 99612 1455 1419 1384 1350 1317 1285 1254 1223 1194 1165 1137 1110 1084 1058 1033

20 p

sf

3 702 664 629 596 567 539 513 490 4674 830 788 749 712 679 647 617 590 563 539 515 493 471 450 4305 927 883 842 803 767 732 700 669 639 611 585 559 534 510 4866 1002 957 914 873 835 799 764 731 699 668 639 610 582 555 5287 1059 1013 970 928 888 851 814 779 745 713 681 650 620 590 5618 1102 1057 1013 971 930 891 853 817 782 747 714 681 649 617 5869 1136 1091 1047 1004 963 923 885 847 810 775 740 706 672 638 605

10 1163 1118 1074 1031 989 949 909 871 833 797 760 725 690 655 62011 1185 1139 1095 1052 1010 969 929 890 852 814 777 740 704 668 63312 1202 1157 1113 1069 1027 986 946 906 867 828 791 753 716 679 642

See page 2 for footnotes

3.0PLN18 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 617 576 537 501 467 433 400 367 3334 708 661 617 574 533 492 452 411 369 325 278 228 174 1155 771 720 671 624 577 531 485 438 391 341 289 235 177 1166 815 761 709 658 607 557 507 456 404 351 296 238 178 1167 846 790 735 682 628 575 522 468 414 358 300 241 180 1178 869 811 755 699 643 588 533 477 420 362 303 242 180 1179 886 827 769 712 655 598 540 483 424 365 305 243 181 117

10 899 839 780 721 663 605 546 487 428 368 306 244 181 11711 910 849 789 729 670 610 551 491 430 369 308 245 181 11712 918 856 795 735 675 614 554 493 432 371 308 245 182 117

40 p

sf

3 482 427 370 310 246 1744 527 463 397 328 255 1775 554 483 411 337 260 1796 570 496 420 343 263 1807 581 504 426 346 265 1818 589 510 430 348 266 1819 595 514 432 350 267 182

10 599 517 435 351 267 18211 602 519 436 352 268 18212 604 521 437 353 268 182

50 p

sf

3 253 1574 260 1595 263 1596 265 1607 266 1608 267 1609 268 161

10 268 16111 268 16112 269 161

See page 2 for footnotes

3.0PLN18 Pneutek SDK61 Fastener @

Supports ≥ 0.113" and ≤ 0.155" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 405 383 362 343 326 310 296 283 2714 491 466 443 422 402 385 369 354 339 326 313 302 291 281 2725 571 543 517 494 472 452 433 416 401 386 372 359 347 336 3266 645 614 587 561 538 516 495 476 459 442 427 413 399 387 3757 711 680 651 624 599 576 554 534 514 497 480 464 449 436 4228 772 740 710 682 656 632 609 587 567 548 530 514 498 483 4699 827 795 765 736 710 684 661 638 617 597 578 561 544 528 513

10 876 844 814 786 759 733 709 686 664 644 624 606 588 571 55511 920 889 859 831 804 778 754 730 708 687 667 648 630 613 59612 959 929 900 872 845 820 795 772 750 728 708 688 670 652 635

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 17 17 17 17 17 17 16 16 164 18 19 19 19 19 19 18 18 18 18 18 17 17 17 175 20 20 20 20 20 20 20 20 20 20 20 19 19 19 196 21 21 21 21 21 21 21 21 21 21 21 21 21 21 207 21 22 22 22 23 23 23 23 23 23 23 22 22 22 228 22 23 23 23 23 24 24 24 24 24 24 24 24 24 239 23 23 24 24 24 25 25 25 25 25 25 25 25 25 25

10 23 24 24 25 25 25 26 26 26 26 26 26 26 26 2611 24 24 25 25 26 26 26 27 27 27 27 27 27 27 2712 24 25 25 26 26 27 27 27 27 28 28 28 28 28 28

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 431 407 385 365 346 330 315 301 2894 523 495 471 448 428 409 392 376 361 347 333 321 309 299 2895 608 578 550 525 502 481 461 443 426 410 396 382 370 358 3466 686 654 624 597 572 549 527 507 488 471 454 439 425 411 3997 757 724 693 664 637 612 589 568 547 528 511 494 478 463 4498 821 787 756 726 698 672 648 625 603 583 564 546 529 514 4989 879 845 813 783 755 728 703 679 657 635 615 596 579 562 546

10 932 898 866 836 807 780 754 730 707 685 664 644 625 608 59111 978 945 914 884 855 828 802 777 753 731 710 689 670 652 63412 1020 988 957 928 899 872 846 821 797 775 753 732 712 694 675

10 p

sf

3 410 387 366 347 330 314 300 286 2744 497 471 447 425 405 387 370 354 340 326 314 302 291 281 2725 577 548 522 497 475 454 435 417 401 386 372 358 346 334 3236 649 618 590 564 540 517 496 477 459 442 426 411 397 384 3727 713 681 652 624 599 575 553 532 513 494 477 461 446 432 4198 770 738 707 679 653 628 605 583 563 543 525 508 492 477 4639 820 788 757 728 702 676 652 630 609 589 570 552 535 519 504

10 864 832 801 773 746 720 696 673 651 630 611 592 575 558 54211 902 871 841 812 785 759 735 712 690 669 649 630 612 594 57812 936 905 876 848 821 795 771 747 725 704 684 664 646 628 611

20 p

sf

3 386 364 343 325 308 292 278 265 2534 469 443 419 398 378 360 343 328 313 300 288 276 265 255 2465 542 513 487 463 441 421 402 385 369 354 339 326 314 302 2916 605 575 547 522 498 476 455 436 419 402 386 371 357 344 3327 660 629 600 573 548 525 503 482 463 445 428 412 397 382 3698 707 675 645 618 592 567 545 523 503 484 465 448 432 416 4019 747 715 685 657 630 605 581 559 538 518 498 480 463 446 430

10 781 749 719 690 663 638 613 590 568 548 528 509 490 473 45611 811 779 749 720 692 666 642 618 596 574 553 534 515 496 47912 836 804 774 745 718 691 666 642 619 597 576 556 536 517 499

See page 2 for footnotes

3.0PLN22 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

DIAPHRAGM TABLES3.0PLN with Pneutek SDK63

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 360 337 317 298 281 265 251 237 2254 434 408 384 362 342 323 306 290 274 259 245 231 218 204 1905 496 468 441 417 394 373 353 334 316 298 281 264 248 231 2136 548 518 489 463 438 414 392 370 350 330 310 291 271 251 2317 591 559 529 500 474 448 424 400 378 355 334 312 290 267 2448 627 593 562 532 504 476 450 425 400 376 352 328 304 279 2549 656 621 589 558 528 500 472 445 419 393 367 341 315 289 261

10 680 645 611 579 549 519 490 462 434 407 379 352 324 296 26711 700 664 630 597 566 535 505 476 447 418 389 361 332 302 27212 717 681 646 612 580 548 517 487 457 427 398 368 338 307 276

40 p

sf

3 326 302 280 260 240 221 202 182 1604 387 359 333 307 283 259 234 208 179 147 1095 435 403 373 343 315 286 256 225 191 154 1136 472 437 403 370 338 305 272 236 199 159 1147 500 463 427 391 355 319 283 245 204 161 1168 522 483 444 406 368 330 291 250 208 163 1169 540 499 458 418 378 338 297 255 211 165 117

10 554 511 469 428 386 344 302 258 213 166 11711 565 521 478 435 392 349 305 260 214 167 11812 574 529 485 441 397 353 308 262 215 167 118

50 p

sf

3 277 247 216 183 145 984 317 280 242 200 154 1025 344 302 258 211 159 1036 363 316 268 217 163 1047 377 327 275 221 165 1058 387 334 280 224 166 1059 394 340 284 226 167 105

10 400 344 286 228 168 10611 404 347 288 229 168 10612 408 349 290 230 169 106

60 p

sf

3 187 1324 200 1375 207 1406 211 1417 214 1428 215 1439 217 143

10 218 14411 219 14412 219 144

See page 2 for footnotes

3.0PLN22 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 538 509 484 461 439 420 402 384 3684 653 621 591 564 539 516 495 476 458 441 425 410 397 384 3725 757 722 690 660 632 607 583 561 540 521 503 486 471 456 4426 850 813 779 748 718 691 665 641 618 597 577 559 541 525 5097 931 895 860 827 797 768 741 715 691 669 648 627 608 590 5738 1003 967 932 899 868 839 811 784 759 736 713 692 672 653 6349 1066 1030 996 964 933 903 875 848 822 798 775 753 732 712 692

10 1120 1086 1053 1021 991 961 933 906 880 855 832 809 788 767 74711 1168 1135 1103 1072 1043 1014 986 959 933 908 885 862 840 819 79912 1209 1178 1148 1118 1089 1061 1034 1007 982 957 934 911 888 867 847

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 24 24 24 24 24 23 23 23 224 27 27 27 27 27 26 26 26 26 25 25 24 24 24 235 29 29 29 29 29 29 29 29 28 28 28 27 27 27 266 31 31 31 31 31 31 31 31 31 31 30 30 30 29 297 32 32 33 33 33 33 33 33 33 33 32 32 32 32 318 33 34 34 34 35 35 35 35 35 35 34 34 34 34 349 34 35 35 36 36 36 36 36 36 36 36 36 36 36 36

10 35 36 36 37 37 37 38 38 38 38 38 38 38 37 3711 36 37 37 38 38 39 39 39 39 39 39 39 39 39 3912 36 37 38 39 39 40 40 40 40 41 41 41 41 41 40

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 572 542 515 490 467 447 427 409 3924 695 660 629 600 574 549 527 506 487 469 452 437 422 408 3965 805 768 734 702 673 646 620 597 575 555 535 517 501 485 4706 904 865 829 796 764 735 707 682 658 635 614 594 576 558 5427 991 952 915 880 848 817 788 761 736 712 689 667 647 628 6108 1067 1028 992 957 924 892 862 834 808 783 759 736 715 694 6759 1134 1096 1060 1025 992 961 930 902 875 849 824 801 778 757 737

10 1192 1155 1120 1086 1054 1022 992 964 936 910 885 861 838 816 79511 1242 1208 1174 1141 1109 1078 1049 1020 993 966 941 917 893 871 84912 1286 1253 1221 1190 1159 1129 1100 1072 1045 1018 993 969 945 923 901

10 p

sf

3 545 516 489 465 443 422 404 386 3714 661 628 597 569 544 520 498 478 459 442 425 410 396 382 3705 763 727 694 664 636 609 585 562 541 521 503 486 469 454 4406 852 815 780 748 718 690 664 639 616 595 575 556 538 521 5057 928 890 855 822 791 762 735 709 685 662 641 620 601 583 5668 992 955 920 887 856 826 798 772 747 723 701 679 659 640 6229 1048 1011 977 944 913 883 855 828 802 778 755 733 712 692 673

10 1095 1060 1026 993 963 933 905 878 852 828 804 782 760 740 72011 1135 1101 1068 1037 1006 977 949 922 896 872 848 826 804 783 76312 1169 1137 1105 1074 1044 1016 988 962 936 911 888 865 843 822 802

20 p

sf

3 515 486 460 436 414 394 376 359 3434 622 589 560 532 507 484 462 442 424 406 390 375 361 348 3355 712 677 645 615 588 562 538 516 495 476 457 440 424 408 3946 788 752 718 686 657 630 604 580 557 536 516 497 479 462 4467 850 814 779 747 716 688 661 635 611 589 567 547 527 508 4918 902 865 830 797 766 737 709 683 658 634 611 589 569 549 5309 945 908 873 840 809 779 750 723 697 672 649 626 604 583 563

10 980 944 909 876 844 814 785 758 731 706 681 658 635 613 59211 1010 974 940 906 875 844 815 787 760 734 709 685 661 639 61712 1035 999 965 932 901 870 841 812 785 758 733 708 684 661 638

See page 2 for footnotes

3.0PLN20 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 480 451 425 400 378 358 339 321 3054 573 540 510 482 456 432 410 388 368 349 330 311 293 275 2575 648 612 579 548 520 492 467 442 418 396 374 352 330 308 2856 707 670 634 601 570 540 512 485 458 433 407 382 357 332 3067 754 715 678 644 610 579 548 518 490 461 434 406 378 350 3218 791 751 713 677 642 609 577 545 514 484 454 424 394 363 3329 821 780 741 704 668 633 599 566 534 502 470 438 406 374 341

10 845 804 764 726 689 653 618 583 550 516 483 449 416 382 34711 864 823 783 744 706 669 633 597 562 527 493 458 423 388 35312 880 838 798 758 720 682 645 609 573 537 501 465 430 393 357

40 p

sf

3 434 403 375 348 322 297 272 246 2194 507 472 438 405 374 342 311 278 243 205 163 1165 562 522 484 446 410 373 336 298 258 215 168 1186 602 559 517 476 436 395 354 312 267 221 171 1197 632 586 541 498 454 411 366 321 274 225 173 1208 654 606 560 514 468 422 375 327 278 227 175 1209 671 622 574 526 478 430 381 332 281 229 176 120

10 685 634 584 535 486 436 386 336 284 231 176 12111 695 644 593 542 492 441 390 338 286 232 177 12112 704 651 600 548 497 445 393 340 287 233 177 121

50 p

sf

3 366 328 289 248 202 1504 412 366 318 269 215 1565 442 390 337 281 222 1596 462 406 348 289 226 1617 476 417 356 294 229 1628 486 424 361 297 231 1639 494 430 365 299 232 163

10 499 434 368 301 233 16311 503 437 370 302 234 16412 507 439 372 303 234 164

60 p

sf

3 253 189 1174 268 197 1195 277 201 1206 282 203 1207 285 204 1218 287 205 1219 289 206 121

10 290 206 12111 291 207 12112 291 207 121

See page 2 for footnotes

3.0PLN20 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 660 626 595 567 542 518 496 476 4584 800 762 727 695 665 638 612 589 567 546 527 509 493 477 4625 924 883 846 811 778 748 720 694 669 646 624 604 585 567 5506 1031 990 951 915 881 849 819 790 764 739 715 693 672 652 6337 1123 1083 1044 1007 973 940 909 879 851 825 800 776 753 732 7118 1202 1163 1125 1089 1054 1021 990 960 931 904 878 853 829 807 7859 1270 1232 1196 1161 1127 1094 1063 1032 1004 976 949 924 900 877 854

10 1327 1292 1257 1223 1190 1159 1128 1098 1069 1042 1015 990 965 941 91911 1377 1343 1310 1278 1247 1216 1186 1157 1129 1101 1075 1050 1025 1001 97812 1419 1388 1357 1326 1296 1267 1238 1210 1182 1156 1130 1104 1080 1056 1033

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 33 33 33 33 32 32 31 31 304 37 37 37 37 37 36 36 35 35 34 34 33 33 32 325 40 40 40 40 40 40 40 39 39 38 38 38 37 37 366 43 43 43 43 43 43 43 43 42 42 42 41 41 40 407 45 45 46 46 46 46 46 46 45 45 45 44 44 44 438 46 47 47 48 48 48 48 48 48 48 48 47 47 47 469 48 49 49 50 50 50 50 50 50 50 50 50 50 49 49

10 49 50 51 51 52 52 52 52 52 52 52 52 52 52 5111 50 51 52 53 53 54 54 54 54 54 54 54 54 54 5412 51 52 53 54 55 55 55 56 56 56 56 56 56 56 56

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 702 666 633 603 576 551 528 507 4874 851 811 774 739 708 679 651 626 603 581 561 542 524 507 4925 983 940 900 863 828 796 766 738 712 687 664 642 622 603 5856 1097 1053 1012 973 937 903 871 841 813 786 761 737 715 693 6737 1195 1152 1111 1072 1035 1000 967 935 905 877 851 825 801 779 7578 1279 1237 1197 1158 1122 1086 1053 1021 990 961 934 907 882 858 8359 1351 1311 1272 1235 1199 1164 1130 1098 1068 1038 1010 983 957 933 909

10 1412 1374 1337 1301 1266 1233 1200 1168 1138 1108 1080 1053 1027 1001 97711 1464 1429 1394 1360 1326 1294 1262 1231 1201 1172 1144 1117 1090 1065 104112 1509 1476 1443 1411 1379 1348 1317 1287 1258 1229 1202 1175 1149 1124 1099

10 p

sf

3 669 634 602 573 546 522 499 478 4594 808 769 733 700 670 641 615 591 568 547 527 509 492 475 4605 927 886 848 812 779 749 720 693 668 644 622 601 582 563 5466 1027 986 947 910 875 843 813 784 757 732 708 685 664 644 6257 1111 1070 1031 994 959 926 894 865 837 810 785 761 739 717 6978 1181 1140 1102 1065 1031 997 966 936 907 880 854 830 806 784 7629 1238 1200 1162 1126 1092 1059 1028 998 969 942 915 890 866 843 821

10 1287 1249 1213 1179 1145 1113 1082 1052 1023 996 969 944 920 896 87411 1327 1291 1257 1223 1190 1159 1128 1099 1071 1043 1017 992 967 944 92112 1361 1327 1294 1261 1229 1199 1169 1140 1112 1085 1059 1034 1010 986 963

20 p

sf

3 631 597 565 537 511 486 464 444 4254 757 719 684 651 621 594 568 544 522 501 482 463 446 430 4145 860 820 782 748 715 685 657 630 606 582 560 540 520 501 4846 943 902 863 827 793 762 732 703 677 651 628 605 583 563 5437 1009 968 929 893 858 825 794 764 736 710 684 660 637 615 5938 1063 1022 983 946 911 878 846 815 786 758 732 706 682 658 6359 1106 1066 1027 990 955 921 889 858 828 799 772 745 720 695 671

10 1142 1102 1064 1027 991 957 925 893 863 833 805 778 751 726 70111 1170 1131 1093 1057 1022 988 955 923 892 862 833 805 778 752 72612 1194 1156 1118 1082 1047 1013 980 948 917 886 857 829 801 774 747

See page 2 for footnotes

3.0PLN19 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 585 551 519 490 464 439 416 394 3744 692 653 618 584 554 524 497 471 446 422 399 376 353 330 3075 774 733 694 658 623 591 560 530 501 474 446 419 392 365 3366 837 794 753 714 677 642 608 575 543 512 481 451 420 389 3577 885 840 798 758 719 681 645 610 575 541 508 474 441 406 3718 922 877 833 791 751 712 674 636 600 564 528 492 456 419 3829 951 905 861 818 776 736 696 657 619 581 543 505 467 429 390

10 974 927 882 839 796 754 714 673 634 594 555 516 476 436 39611 992 945 900 855 812 770 728 686 646 605 564 524 483 442 40112 1007 960 914 869 825 782 739 697 655 614 572 530 489 447 404

40 p

sf

3 524 487 453 420 388 357 325 293 2584 605 562 521 482 443 404 365 325 282 236 186 1315 662 614 569 524 480 436 391 345 296 245 191 1326 702 651 602 553 505 457 408 357 305 251 193 1337 731 678 626 574 523 471 419 366 311 254 195 1348 753 697 643 589 535 482 427 372 315 256 196 1349 769 712 656 600 545 489 433 376 318 258 197 135

10 781 723 666 609 552 495 437 379 320 259 198 13511 791 732 673 615 557 499 441 381 321 260 198 13512 798 739 680 621 562 503 443 383 322 261 198 135

50 p

sf

3 434 387 339 289 233 171 1014 482 426 369 309 245 176 1025 511 449 386 320 252 179 1036 530 464 397 327 255 181 1037 543 474 404 332 258 181 1038 552 481 408 335 259 182 1039 559 486 412 337 260 183 103

10 564 489 414 338 261 183 10311 567 492 416 339 262 183 10312 570 494 418 340 262 183 103

60 p

sf

3 291 216 1324 306 222 1335 313 226 1346 318 228 1357 321 229 1358 322 230 1359 324 230 135

10 325 231 13511 325 231 13612 326 231 136

See page 2 for footnotes

3.0PLN19 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

Page 86: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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PNEU

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SD

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 770 732 696 664 635 608 583 559 5384 932 889 850 813 779 748 719 692 666 643 621 600 581 562 5455 1072 1027 985 946 910 876 844 814 785 759 734 711 689 668 6486 1190 1146 1104 1064 1026 990 956 925 895 866 839 814 790 767 7457 1291 1247 1206 1166 1128 1092 1058 1025 994 964 936 909 884 859 8368 1375 1333 1293 1255 1218 1182 1147 1115 1083 1053 1024 997 970 945 9219 1445 1406 1368 1331 1295 1261 1227 1195 1163 1133 1104 1076 1049 1024 999

10 1505 1468 1433 1398 1363 1330 1297 1266 1235 1205 1176 1149 1122 1096 107111 1555 1521 1488 1455 1422 1390 1359 1329 1299 1270 1241 1214 1187 1162 113712 1597 1566 1535 1504 1473 1443 1413 1384 1356 1327 1300 1273 1247 1222 1197

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 44 43 43 42 42 41 40 40 394 49 49 48 48 48 47 47 46 45 45 44 43 43 42 415 53 53 53 53 53 52 52 51 51 50 50 49 48 48 476 56 57 57 57 57 56 56 56 55 55 54 54 53 53 527 59 59 60 60 60 60 60 60 59 59 59 58 58 57 578 61 62 62 63 63 63 63 63 63 63 62 62 61 61 609 63 64 65 65 66 66 66 66 66 66 66 65 65 64 64

10 65 66 67 67 68 68 68 69 69 69 68 68 68 68 6711 66 67 68 69 70 70 71 71 71 71 71 71 71 71 7012 67 69 70 71 71 72 73 73 73 73 73 73 73 73 73

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 819 778 741 707 675 646 620 595 5724 992 946 904 865 829 796 765 736 709 684 660 638 618 598 5805 1140 1093 1048 1007 968 931 897 866 836 807 781 756 733 710 6906 1266 1219 1174 1131 1091 1053 1018 984 952 922 893 866 840 816 7937 1373 1327 1283 1240 1200 1162 1125 1090 1057 1026 996 967 940 914 8908 1462 1418 1376 1335 1295 1257 1221 1186 1152 1120 1090 1060 1032 1005 9799 1538 1496 1456 1416 1378 1341 1305 1271 1238 1205 1175 1145 1116 1089 1063

10 1601 1562 1524 1487 1450 1415 1380 1346 1314 1282 1251 1222 1193 1166 113911 1654 1618 1583 1548 1513 1479 1446 1413 1382 1351 1321 1292 1263 1236 120912 1699 1666 1633 1600 1568 1535 1504 1473 1442 1412 1383 1354 1327 1300 1273

10 p

sf

3 780 740 704 671 640 612 586 562 5394 939 895 855 818 783 751 721 693 667 643 620 599 579 560 5425 1072 1026 984 944 907 873 840 810 781 755 729 706 683 662 6426 1181 1135 1093 1052 1014 978 944 913 882 854 827 801 777 754 7327 1270 1225 1183 1143 1105 1069 1034 1002 971 941 913 886 861 837 8148 1342 1300 1259 1219 1182 1146 1112 1079 1047 1017 989 961 935 910 8869 1402 1361 1321 1283 1247 1211 1177 1145 1114 1084 1055 1027 1001 975 951

10 1450 1411 1374 1337 1301 1267 1234 1202 1171 1141 1112 1085 1058 1032 100811 1491 1454 1417 1382 1348 1314 1282 1251 1220 1191 1162 1135 1108 1083 105812 1524 1489 1454 1420 1387 1355 1323 1293 1263 1234 1206 1179 1153 1127 1102

20 p

sf

3 735 696 660 627 597 570 544 521 4994 876 833 794 757 723 692 663 635 610 586 563 542 522 503 4855 988 944 902 864 827 793 762 732 703 677 652 628 605 584 5636 1076 1032 989 949 912 876 843 811 781 752 725 699 674 651 6287 1146 1101 1059 1018 980 944 909 876 845 815 786 758 732 706 6828 1200 1156 1114 1074 1035 998 963 929 897 866 836 807 779 752 7269 1244 1200 1159 1118 1080 1043 1007 973 940 908 877 847 818 790 763

10 1279 1236 1195 1155 1116 1079 1043 1008 975 942 911 880 850 822 79311 1307 1265 1224 1184 1146 1109 1073 1038 1004 971 939 908 877 848 81912 1330 1288 1248 1209 1171 1134 1098 1063 1028 995 962 931 900 869 840

See page 2 for footnotes

3.0PLN18 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

Page 87: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

TEK SD

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www.vulcraft.com VULCRAFT VPS1 85

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 678 639 603 570 539 511 484 459 4354 796 752 712 674 638 605 573 543 514 486 459 432 405 378 3505 883 837 793 752 713 676 640 606 573 540 508 477 445 413 3806 948 900 854 811 769 729 690 653 616 580 544 509 473 437 4007 996 947 900 855 811 769 728 687 648 609 571 532 493 454 4148 1033 983 935 888 843 799 756 714 672 631 590 549 508 467 4249 1061 1011 962 914 868 822 778 734 691 648 605 562 519 476 432

10 1083 1032 983 934 887 840 795 750 705 661 616 572 528 483 43711 1101 1050 999 950 902 855 808 762 716 671 625 580 534 488 44212 1115 1063 1013 963 914 866 819 772 725 679 632 586 539 492 445

40 p

sf

3 603 561 520 482 445 408 371 332 2924 689 640 593 547 502 457 412 365 315 262 205 1445 747 693 641 590 539 489 437 384 329 271 210 1456 787 730 674 619 564 509 453 396 337 276 212 1467 816 756 697 639 581 523 464 404 342 279 214 1478 836 775 714 653 593 533 471 409 346 281 215 1479 852 788 726 664 602 540 477 413 349 283 216 147

10 863 799 735 672 608 545 481 416 350 284 216 14711 872 807 742 678 614 549 484 418 352 285 217 14812 879 813 748 683 617 552 486 420 353 285 217 148

50 p

sf

3 493 438 382 324 260 189 1114 541 477 411 343 271 194 1125 570 500 428 354 277 196 1126 588 514 438 360 280 198 1127 600 523 444 364 282 199 1138 609 529 449 367 284 199 1139 615 534 452 369 285 199 113

10 619 537 454 370 286 200 11311 623 539 456 371 286 200 11312 625 541 457 372 287 200 113

60 p

sf

3 324 238 1454 337 245 1465 345 248 1476 349 249 1477 351 250 1488 353 251 1489 354 252 148

10 355 252 14811 356 252 14812 356 253 148

See page 2 for footnotes

3.0PLN18 Pneutek SDK63 Fastener @

Supports ≥ 0.155" and ≤ 0.250" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 88: VULCRAFT Steel Roof Deck Design Guide Supplement 1

86 VPS1 VULCRAFT www.vulcraft.com

PNEU

TEK

K64

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 404 382 361 342 325 310 295 283 2714 490 465 442 421 402 384 368 353 339 325 313 301 291 281 2715 570 542 516 493 471 451 433 416 400 385 372 359 347 336 3256 643 613 585 560 536 515 494 476 458 442 426 412 399 386 3747 710 679 650 623 598 575 553 533 514 496 479 463 449 435 4228 770 738 709 681 655 631 608 586 566 547 529 513 497 482 4689 824 793 763 734 708 683 659 637 616 596 577 560 543 527 512

10 873 842 812 784 757 731 707 684 663 642 623 604 587 570 55411 916 886 856 828 802 776 752 729 707 686 666 647 629 611 59512 955 926 897 869 843 818 793 770 748 726 706 687 668 651 634

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 17 17 17 17 17 17 16 16 164 18 19 19 19 19 19 18 18 18 18 18 17 17 17 175 20 20 20 20 20 20 20 20 20 20 20 19 19 19 196 21 21 21 21 21 21 21 21 21 21 21 21 21 21 207 21 22 22 22 23 23 23 23 23 23 23 22 22 22 228 22 23 23 23 23 24 24 24 24 24 24 24 24 24 239 23 23 24 24 24 25 25 25 25 25 25 25 25 25 25

10 23 24 24 25 25 25 26 26 26 26 26 26 26 26 2611 24 24 25 25 26 26 26 27 27 27 27 27 27 27 2712 24 25 25 26 26 27 27 27 27 28 28 28 28 28 28

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 430 407 384 364 346 329 314 301 2884 521 494 470 448 427 409 391 375 361 346 333 321 309 298 2885 606 576 549 524 501 480 460 442 425 410 395 382 369 357 3466 684 652 623 596 571 548 526 506 487 470 454 438 424 411 3987 755 722 691 663 636 611 588 567 546 527 510 493 477 463 4498 819 785 754 724 697 671 647 624 602 582 563 545 529 513 4989 877 843 811 781 753 726 701 678 655 634 614 595 578 561 545

10 929 895 864 834 805 778 752 728 705 683 663 643 624 607 59011 975 942 911 881 853 826 800 775 752 729 708 688 669 650 63312 1016 985 954 925 897 870 844 819 795 773 751 731 711 692 674

10 p

sf

3 409 386 365 346 329 314 299 286 2734 496 470 446 424 404 386 369 353 339 326 313 302 291 281 2715 576 547 521 496 474 453 434 417 400 385 371 358 345 334 3236 648 617 589 563 538 516 495 476 458 441 425 411 397 384 3727 711 680 650 623 597 574 552 531 512 494 477 461 446 431 4188 768 735 705 677 651 626 603 582 561 542 524 507 491 476 4629 817 785 755 726 700 674 651 628 607 587 568 551 534 518 503

10 861 829 799 770 743 718 694 671 649 629 609 591 573 557 54111 899 868 838 810 783 757 733 710 688 667 647 628 610 593 57712 932 902 873 845 818 792 768 745 723 702 682 662 644 627 610

20 p

sf

3 385 363 342 324 307 292 278 265 2534 468 442 418 397 377 359 342 327 313 300 287 276 265 255 2455 540 512 486 462 440 420 401 384 368 353 339 326 313 301 2906 603 573 546 520 497 475 454 435 418 401 385 371 357 344 3317 658 627 598 571 546 523 501 481 462 444 427 411 396 381 3688 704 673 643 616 590 566 543 522 501 482 464 447 431 415 4009 744 712 682 654 628 603 579 557 536 516 497 479 462 445 429

10 778 746 716 688 661 635 611 588 567 546 526 507 489 471 45511 807 776 746 717 690 664 639 616 593 572 551 532 513 495 47712 832 801 771 742 715 689 664 640 617 595 574 554 534 515 497

See page 2 for footnotes

3.0PLN22 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

DIAPHRAGM TABLES3.0PLN with Pneutek K64

Page 89: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 359 336 316 297 280 265 250 237 2244 433 407 383 361 341 323 305 289 274 259 245 231 217 203 1895 495 466 440 416 393 372 352 333 315 297 280 264 247 230 2126 546 516 488 461 436 413 390 369 349 329 309 290 270 250 2307 589 557 527 499 472 447 422 399 376 354 332 310 288 266 2438 624 591 559 530 502 475 449 423 399 375 351 327 303 278 2529 653 619 586 556 526 498 470 443 417 391 366 340 314 287 260

10 677 642 609 577 546 517 488 460 432 405 378 350 323 295 26611 696 661 627 595 563 532 503 473 445 416 387 359 330 301 27012 713 677 643 609 577 546 515 485 455 425 396 366 336 305 274

40 p

sf

3 325 302 280 259 240 220 201 181 1594 386 358 332 306 282 258 233 207 178 146 1095 433 402 371 342 313 285 255 224 190 153 1126 470 435 402 369 336 304 270 235 198 158 1147 498 461 425 389 354 318 281 243 203 160 1158 520 481 442 404 367 328 289 249 207 162 1169 537 496 456 416 376 336 295 253 209 164 116

10 551 509 467 426 384 342 300 256 211 165 11711 562 518 476 433 390 347 303 259 213 166 11712 571 526 483 439 395 351 306 261 214 166 117

50 p

sf

3 276 246 215 182 144 984 316 279 240 199 153 1015 343 300 256 209 159 1036 362 315 267 216 162 1037 375 325 274 220 164 1048 385 332 278 223 165 1049 392 338 282 225 166 105

10 397 342 285 226 166 10511 402 345 287 228 167 10512 405 347 288 228 167 105

60 p

sf

3 186 1314 198 1365 205 1396 210 1407 212 1418 214 1429 215 142

10 216 14311 217 14312 218 143

See page 2 for footnotes

3.0PLN22 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

Page 90: VULCRAFT Steel Roof Deck Design Guide Supplement 1

88 VPS1 VULCRAFT www.vulcraft.com

PNEU

TEK

K64

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 558 528 501 477 453 431 412 394 3774 677 643 612 583 557 533 511 490 471 454 437 422 407 393 3795 787 749 715 683 653 626 601 578 556 536 517 500 483 468 4536 886 846 809 775 743 714 687 661 637 615 594 574 556 538 5227 975 935 896 860 827 796 767 739 714 689 667 645 625 606 5888 1055 1014 975 939 904 872 841 813 786 760 736 713 692 671 6529 1126 1085 1046 1010 975 942 911 881 853 826 801 777 755 733 713

10 1189 1149 1111 1074 1039 1006 975 944 916 889 863 838 815 792 77111 1244 1205 1168 1132 1098 1065 1033 1003 974 947 920 895 871 848 82612 1293 1256 1220 1185 1151 1119 1088 1057 1029 1001 974 949 924 901 878

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 24 24 24 24 24 23 23 23 224 27 27 27 27 27 26 26 26 26 25 25 24 24 24 235 29 29 29 29 29 29 29 29 28 28 28 27 27 27 266 31 31 31 31 31 31 31 31 31 31 30 30 30 29 297 32 32 33 33 33 33 33 33 33 33 32 32 32 32 318 33 34 34 34 35 35 35 35 35 35 34 34 34 34 349 34 35 35 36 36 36 36 36 36 36 36 36 36 36 36

10 35 36 36 37 37 37 38 38 38 38 38 38 38 37 3711 36 37 37 38 38 39 39 39 39 39 39 39 39 39 3912 36 37 38 39 39 40 40 40 40 41 41 41 41 41 40

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 594 562 533 507 482 459 438 419 4014 721 684 651 620 592 567 543 522 501 483 465 448 432 418 4045 837 797 760 726 695 666 640 615 592 570 550 532 514 498 4826 943 900 861 825 791 760 730 703 678 654 632 611 591 573 5557 1038 994 953 915 880 847 816 786 759 733 709 687 665 645 6268 1122 1079 1037 998 962 927 895 864 836 809 783 759 736 714 6949 1198 1154 1113 1074 1037 1002 969 937 907 879 852 827 803 780 758

10 1264 1222 1181 1143 1106 1070 1037 1005 974 945 918 892 867 843 82011 1323 1282 1243 1205 1168 1133 1099 1067 1036 1007 979 952 927 902 87912 1376 1336 1298 1261 1225 1190 1157 1125 1094 1065 1036 1009 983 958 934

10 p

sf

3 570 539 510 485 461 440 420 402 3854 692 656 624 594 567 541 518 497 477 459 442 426 411 397 3845 802 763 727 694 664 636 610 586 563 542 523 505 487 471 4566 900 859 821 786 753 723 695 669 644 621 599 579 560 542 5257 986 944 905 869 835 803 773 745 719 694 671 649 628 609 5918 1062 1020 980 943 908 875 844 815 788 762 737 714 692 672 6529 1127 1086 1046 1009 974 940 909 879 851 824 799 775 752 730 709

10 1185 1144 1105 1068 1033 999 967 937 908 881 855 830 807 784 76311 1234 1195 1157 1120 1085 1052 1020 990 961 933 907 882 858 835 81312 1278 1239 1202 1166 1132 1099 1068 1037 1008 981 954 929 904 881 858

20 p

sf

3 545 514 486 460 437 416 397 379 3624 660 625 593 564 537 512 490 469 449 431 414 398 383 370 3575 762 724 689 657 627 600 574 550 528 508 489 471 454 438 4236 850 810 773 739 707 678 650 624 600 578 557 537 518 500 4847 926 885 847 811 778 747 718 691 665 641 618 597 576 557 5398 990 949 910 874 840 808 778 749 723 697 673 651 629 609 5899 1045 1004 965 929 894 861 831 801 774 747 722 699 676 655 634

10 1092 1051 1013 976 941 908 877 847 819 792 766 741 718 696 67411 1132 1092 1054 1017 982 949 917 887 858 831 805 779 755 732 71012 1166 1127 1089 1053 1018 985 953 923 894 866 839 813 788 765 742

See page 2 for footnotes

3.0PLN20 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

Page 91: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PNEU

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64

www.vulcraft.com VULCRAFT VPS1 89

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 516 485 458 433 410 389 369 351 3354 623 588 556 527 501 476 453 432 412 393 376 359 344 329 3155 714 676 641 609 579 552 526 502 479 458 438 418 400 383 3666 790 750 713 678 646 616 588 562 537 513 490 469 448 428 4087 852 811 773 737 703 671 641 612 585 559 535 511 488 465 4448 904 862 823 786 750 717 685 655 626 599 572 546 521 497 4739 947 905 865 827 790 756 723 691 661 632 603 576 549 523 497

10 983 941 900 861 824 788 754 722 690 659 630 601 572 545 51711 1013 970 929 890 852 816 781 747 715 683 652 622 592 563 53412 1038 995 954 914 876 839 803 769 735 703 671 639 608 578 548

40 p

sf

3 483 452 424 398 374 352 331 312 2934 577 542 509 479 450 423 398 374 350 327 303 279 254 226 1965 653 614 578 543 511 480 451 422 394 366 338 308 278 244 2086 714 672 632 595 560 525 492 460 428 396 363 329 294 256 2167 762 718 676 636 598 561 524 489 453 418 382 344 305 265 2218 800 755 711 669 628 588 550 511 473 435 396 355 314 271 2259 831 784 738 695 652 610 569 529 488 448 406 364 320 275 228

10 856 808 761 716 671 628 585 543 500 458 414 370 325 278 23011 876 827 779 733 687 642 598 554 510 466 421 375 329 281 23112 892 843 794 747 700 654 608 563 518 472 426 379 331 283 232

50 p

sf

3 440 407 377 347 318 290 260 228 1924 517 478 441 404 369 332 294 254 208 1575 574 530 487 445 403 361 316 269 218 1626 617 568 521 475 428 380 331 279 223 1647 649 597 546 496 445 394 341 285 227 1668 673 619 565 512 458 404 348 290 230 1679 692 635 580 524 468 411 353 293 232 168

10 707 648 591 533 475 417 357 296 233 16811 718 659 599 540 481 421 360 298 234 16912 728 667 606 546 486 424 362 299 235 169

60 p

sf

3 380 340 298 254 203 1444 432 382 331 276 216 1495 467 410 351 290 224 1526 490 428 365 298 228 1537 507 441 373 304 231 1548 519 450 380 307 232 1559 528 456 384 310 234 155

10 534 461 387 312 235 15611 539 465 390 313 235 15612 544 468 392 315 236 156

70 p

sf

3 285 221 1474 307 233 1515 320 239 1536 327 243 1547 332 245 1558 336 247 1559 338 248 156

10 340 249 15611 341 250 15612 342 250 156

80 p

sf

3 1254 1275 1286 1287 1298 1299 129

10 12911 12912 129

See page 2 for footnotes

3.0PLN20 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

Page 92: VULCRAFT Steel Roof Deck Design Guide Supplement 1

90 VPS1 VULCRAFT www.vulcraft.com

PNEU

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K64

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 699 662 628 598 570 544 519 497 4764 848 806 767 732 700 670 642 617 593 571 551 532 514 497 4815 984 938 896 857 821 787 756 727 700 675 652 630 609 590 5726 1106 1058 1013 971 933 896 863 831 802 774 748 724 701 679 6597 1214 1165 1119 1076 1036 998 962 928 897 867 839 813 788 765 7428 1310 1261 1215 1171 1130 1091 1054 1019 986 955 925 897 871 846 8229 1394 1346 1300 1257 1215 1176 1138 1102 1069 1036 1006 977 949 923 898

10 1467 1421 1376 1333 1292 1253 1215 1179 1145 1112 1081 1051 1022 995 96911 1531 1487 1444 1402 1362 1323 1286 1250 1216 1183 1151 1120 1091 1063 103712 1588 1546 1504 1464 1425 1387 1350 1315 1280 1247 1216 1185 1156 1128 1100

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 33 33 33 33 32 32 31 31 304 37 37 37 37 37 36 36 35 35 34 34 33 33 32 325 40 40 40 40 40 40 40 39 39 38 38 38 37 37 366 43 43 43 43 43 43 43 43 42 42 42 41 41 40 407 45 45 46 46 46 46 46 46 45 45 45 44 44 44 438 46 47 47 48 48 48 48 48 48 48 48 47 47 47 469 48 49 49 50 50 50 50 50 50 50 50 50 50 49 49

10 49 50 51 51 52 52 52 52 52 52 52 52 52 52 5111 50 51 52 53 53 54 54 54 54 54 54 54 54 54 5412 51 52 53 54 55 55 55 56 56 56 56 56 56 56 56

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 743 704 668 636 607 579 553 529 5074 903 858 816 779 744 712 683 656 631 608 586 566 547 529 5115 1047 998 953 911 873 837 804 774 745 718 693 670 648 628 6086 1177 1126 1078 1033 992 954 918 884 853 823 796 770 746 723 7017 1292 1240 1191 1145 1102 1061 1023 988 954 923 893 865 838 813 7908 1393 1342 1292 1246 1202 1160 1121 1084 1049 1016 984 955 926 900 8749 1483 1432 1383 1337 1293 1251 1211 1173 1137 1102 1070 1039 1010 982 955

10 1561 1512 1464 1419 1375 1333 1293 1255 1218 1183 1150 1118 1088 1059 103111 1629 1582 1536 1492 1449 1408 1368 1330 1293 1258 1224 1192 1161 1131 110312 1689 1644 1600 1557 1516 1475 1436 1399 1362 1327 1293 1261 1230 1200 1171

10 p

sf

3 718 679 644 612 583 557 532 510 4894 872 828 787 750 717 685 657 630 605 582 561 541 522 505 4885 1009 961 917 877 839 805 772 742 714 688 664 641 620 600 5816 1130 1080 1034 991 951 914 879 846 816 787 761 736 712 690 6687 1235 1184 1137 1093 1052 1013 976 942 910 879 851 824 798 774 7518 1326 1276 1229 1184 1142 1102 1064 1029 995 964 934 905 878 853 8289 1405 1356 1309 1264 1222 1182 1144 1108 1074 1041 1010 981 953 926 901

10 1473 1425 1379 1335 1294 1254 1216 1179 1144 1111 1080 1050 1021 994 96711 1531 1485 1441 1398 1357 1317 1280 1243 1209 1175 1144 1113 1084 1056 102912 1582 1538 1495 1453 1413 1374 1337 1301 1267 1233 1202 1171 1142 1113 1086

20 p

sf

3 691 653 618 587 558 532 508 485 4654 838 794 755 719 685 655 626 600 576 553 532 513 494 477 4615 966 919 876 836 800 766 734 705 678 652 628 606 585 565 5466 1075 1027 982 940 901 865 831 800 770 742 716 691 668 646 6267 1169 1120 1074 1031 991 953 917 884 853 823 795 769 744 720 6988 1249 1200 1153 1110 1069 1030 994 959 926 896 866 839 812 787 7649 1316 1268 1222 1178 1137 1098 1060 1025 992 960 930 901 874 848 823

10 1373 1326 1280 1237 1196 1157 1119 1083 1050 1017 986 957 929 902 87611 1421 1375 1331 1288 1247 1208 1170 1135 1100 1068 1036 1006 977 950 92312 1463 1417 1374 1332 1291 1253 1215 1180 1145 1112 1081 1050 1021 993 966

See page 2 for footnotes

3.0PLN19 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 662 624 590 558 530 504 480 458 4374 799 756 717 681 648 618 590 564 539 517 496 476 457 439 4235 915 869 827 787 751 717 686 657 629 604 580 557 535 515 4966 1012 964 920 878 839 803 769 738 708 679 653 628 604 581 5597 1093 1044 998 955 914 876 841 807 775 745 716 688 662 637 6138 1159 1110 1063 1019 978 938 901 866 832 800 770 741 713 686 6609 1214 1165 1118 1073 1031 991 953 916 881 848 816 785 755 727 699

10 1260 1211 1164 1119 1076 1035 996 959 923 888 855 823 792 762 73311 1298 1249 1202 1157 1114 1073 1033 995 958 923 889 855 823 792 76112 1330 1282 1235 1190 1147 1105 1065 1026 989 952 917 883 850 817 786

40 p

sf

3 628 591 556 525 496 470 445 422 4014 753 710 671 635 601 570 541 513 487 463 439 416 394 372 3505 855 808 765 725 687 652 619 588 558 529 501 474 448 421 3946 937 887 842 799 758 720 683 648 615 582 551 520 489 458 4277 1002 951 903 858 815 774 735 697 660 625 590 556 521 487 4528 1055 1003 953 906 861 818 776 736 697 659 621 584 547 509 4719 1097 1044 994 945 898 854 810 768 727 686 646 606 567 527 486

10 1132 1078 1026 977 929 883 837 793 750 708 666 624 582 540 49711 1160 1106 1053 1003 954 906 860 815 770 726 682 639 595 551 50712 1183 1128 1076 1024 975 926 879 832 786 740 695 650 605 560 514

50 p

sf

3 588 550 514 481 451 422 394 367 3414 697 652 611 572 535 499 465 431 397 361 324 285 240 190 1335 781 731 685 640 598 557 517 476 436 394 350 303 252 197 1366 845 792 741 693 646 600 555 509 464 416 367 315 260 201 1377 894 838 784 733 682 632 583 534 483 432 379 323 265 203 1388 932 874 818 763 710 657 604 552 498 444 387 329 268 205 1399 962 902 844 787 731 676 621 565 509 452 393 333 270 206 139

10 986 924 864 806 748 690 633 576 517 458 398 336 272 207 13911 1005 942 881 821 761 702 643 584 524 463 401 338 274 207 13912 1020 957 894 833 772 711 651 590 529 467 404 340 275 208 140

60 p

sf

3 538 496 456 417 379 340 298 251 197 1324 624 574 526 479 431 381 329 271 207 1355 687 630 575 520 465 407 347 283 213 1376 732 670 609 549 488 425 359 290 216 1387 764 699 634 569 503 436 367 294 218 1398 789 720 652 584 515 444 372 297 220 1399 807 736 665 595 523 450 376 299 220 139

10 821 748 676 603 529 455 379 301 221 14011 833 758 684 609 534 458 381 302 222 14012 841 766 690 614 538 461 383 303 222 140

70 p

sf

3 468 417 364 308 244 1704 528 465 401 332 258 1755 566 495 423 346 265 1776 592 515 437 355 269 1797 609 528 446 361 272 1808 622 538 452 364 274 1809 631 545 457 367 275 181

10 638 550 460 369 276 18111 643 554 463 371 277 18112 648 557 465 372 277 181

80 p

sf

3 366 292 207 1104 395 308 214 1115 411 317 218 1116 421 323 220 1127 427 326 221 1128 432 328 222 1129 435 330 222 112

10 437 331 223 11211 439 332 223 11212 441 333 223 112

See page 2 for footnotes

3.0PLN19 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 826 783 744 708 676 646 618 592 5674 1003 954 909 867 829 794 762 732 704 678 654 632 611 591 5725 1162 1109 1060 1014 972 933 897 863 832 802 775 749 725 702 6806 1304 1248 1197 1149 1104 1062 1023 986 951 919 889 860 833 808 7847 1428 1372 1319 1270 1224 1180 1139 1100 1063 1029 996 965 936 909 8838 1536 1481 1429 1379 1332 1287 1245 1205 1167 1131 1097 1064 1033 1004 9769 1630 1577 1526 1477 1430 1385 1342 1301 1263 1226 1190 1157 1125 1094 1065

10 1712 1661 1611 1564 1517 1473 1431 1390 1351 1313 1277 1243 1210 1179 114911 1783 1735 1687 1641 1596 1552 1511 1470 1431 1394 1358 1323 1290 1258 122712 1845 1799 1754 1709 1666 1624 1583 1543 1505 1468 1432 1397 1364 1331 1300

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 44 43 43 42 42 41 40 40 394 49 49 48 48 48 47 47 46 45 45 44 43 43 42 415 53 53 53 53 53 52 52 51 51 50 50 49 48 48 476 56 57 57 57 57 56 56 56 55 55 54 54 53 53 527 59 59 60 60 60 60 60 60 59 59 59 58 58 57 578 61 62 62 63 63 63 63 63 63 63 62 62 61 61 609 63 64 65 65 66 66 66 66 66 66 66 65 65 64 64

10 65 66 67 67 68 68 68 69 69 69 68 68 68 68 6711 66 67 68 69 70 70 71 71 71 71 71 71 71 71 7012 67 69 70 71 71 72 73 73 73 73 73 73 73 73 73

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 879 833 791 753 719 687 658 629 6034 1067 1015 967 923 882 845 811 779 749 722 696 672 650 629 6095 1237 1180 1128 1079 1034 993 954 918 885 853 824 797 771 747 7246 1387 1328 1273 1222 1174 1130 1088 1049 1012 978 945 915 886 859 8347 1519 1460 1404 1351 1302 1255 1211 1170 1131 1094 1060 1027 996 967 9398 1634 1576 1520 1467 1417 1370 1325 1282 1241 1203 1167 1132 1099 1068 10399 1734 1678 1623 1571 1521 1473 1428 1385 1343 1304 1266 1231 1197 1164 1133

10 1821 1767 1714 1663 1614 1567 1522 1478 1437 1397 1359 1322 1287 1254 122211 1897 1845 1795 1745 1698 1652 1607 1564 1522 1483 1444 1407 1372 1338 130512 1963 1914 1866 1818 1772 1727 1684 1642 1601 1561 1523 1486 1451 1416 1383

10 p

sf

3 849 804 763 726 691 660 631 605 5804 1030 979 932 889 849 813 779 748 719 692 667 643 621 600 5815 1190 1135 1084 1037 994 953 916 881 848 817 789 762 737 713 6916 1329 1272 1219 1170 1124 1081 1040 1003 967 934 903 873 846 819 7957 1449 1392 1338 1287 1240 1195 1153 1114 1076 1041 1008 976 947 918 8928 1552 1495 1442 1391 1343 1298 1255 1214 1175 1139 1104 1071 1040 1010 9829 1639 1584 1532 1482 1434 1389 1345 1304 1265 1228 1192 1158 1126 1095 1066

10 1714 1661 1610 1561 1514 1469 1426 1385 1346 1308 1272 1237 1204 1173 114311 1779 1728 1678 1631 1585 1541 1498 1457 1418 1380 1344 1309 1276 1244 121312 1834 1785 1738 1691 1647 1604 1562 1522 1483 1445 1409 1375 1341 1309 1278

20 p

sf

3 818 773 732 695 662 631 603 576 5524 989 939 893 851 812 776 743 712 684 657 632 609 587 567 5485 1137 1083 1034 988 945 906 869 835 803 773 745 719 694 671 6496 1263 1207 1156 1108 1063 1021 982 945 910 878 848 819 792 766 7427 1369 1313 1260 1211 1165 1122 1081 1042 1006 972 939 909 880 852 8268 1457 1402 1350 1300 1253 1209 1167 1127 1090 1054 1021 988 958 929 9019 1532 1477 1425 1376 1329 1285 1242 1202 1164 1127 1092 1059 1028 998 969

10 1594 1541 1490 1441 1395 1350 1308 1267 1228 1191 1156 1122 1089 1058 102911 1647 1595 1545 1497 1451 1407 1364 1324 1285 1247 1212 1177 1144 1112 108212 1691 1641 1592 1545 1499 1456 1414 1373 1334 1297 1261 1226 1192 1160 1129

See page 2 for footnotes

3.0PLN18 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 782 738 698 662 628 597 569 543 5194 942 892 847 805 767 731 698 668 639 613 588 564 542 521 5015 1075 1022 973 928 886 847 810 776 744 714 685 658 633 609 5866 1185 1130 1079 1031 986 945 905 868 833 800 769 740 711 684 6597 1275 1219 1167 1117 1071 1027 986 947 909 874 841 809 778 748 7208 1349 1292 1239 1189 1141 1096 1053 1013 974 937 901 867 834 803 7729 1409 1353 1299 1249 1200 1154 1110 1068 1028 989 952 916 882 848 816

10 1458 1403 1349 1298 1250 1203 1158 1115 1073 1034 995 958 922 887 85311 1499 1444 1391 1340 1291 1244 1198 1154 1112 1071 1032 993 956 919 88412 1533 1479 1426 1375 1326 1278 1232 1188 1145 1103 1062 1023 984 947 910

40 p

sf

3 742 698 658 621 587 556 527 500 4754 886 836 790 748 709 672 638 605 575 546 518 491 464 438 4125 1002 948 898 851 807 766 727 690 655 621 588 556 524 492 4606 1093 1036 983 933 886 842 799 758 719 681 643 607 570 534 4977 1165 1107 1052 999 949 902 856 812 769 727 686 646 605 565 5248 1223 1163 1106 1052 1000 950 901 855 809 764 720 676 632 588 5449 1268 1208 1150 1094 1040 988 938 889 841 793 747 700 654 607 559

10 1305 1244 1185 1128 1073 1019 967 916 866 817 768 719 670 621 57111 1335 1273 1214 1156 1100 1045 991 939 887 836 785 734 684 633 58112 1359 1297 1237 1179 1121 1066 1011 957 904 851 799 747 694 642 589

50 p

sf

3 693 648 606 568 531 497 464 432 4004 817 765 716 670 627 585 544 503 463 421 377 329 277 218 1525 911 853 799 747 697 649 601 554 506 456 404 349 290 225 1556 982 920 861 805 750 696 643 590 536 480 422 362 297 229 1567 1035 971 908 848 789 731 673 615 557 497 435 370 302 231 1578 1076 1009 944 881 819 757 696 634 572 509 443 376 306 233 1579 1108 1039 972 906 841 777 713 649 584 517 450 380 308 234 158

10 1133 1062 993 926 859 792 726 659 592 524 454 383 310 235 15811 1153 1081 1011 941 873 805 736 668 599 529 458 385 311 236 15812 1169 1096 1025 954 884 814 745 675 604 533 461 387 312 236 159

60 p

sf

3 631 582 535 489 443 396 346 290 2264 729 670 613 557 500 441 379 312 237 1545 797 731 666 602 537 469 399 324 243 1566 846 774 703 633 561 487 411 331 246 1577 881 805 729 654 578 500 419 336 248 1588 906 827 748 669 589 508 425 339 250 1589 926 844 762 681 598 514 429 341 251 158

10 941 857 773 689 605 519 432 343 251 15911 952 867 781 696 609 522 434 344 252 15912 961 874 788 701 613 525 436 345 252 159

70 p

sf

3 547 486 423 356 281 1944 611 538 462 382 295 1995 653 570 485 397 303 2026 680 591 500 406 307 2037 699 605 510 411 310 2048 712 615 516 415 312 2059 721 622 521 418 313 205

10 728 627 524 420 314 20611 734 631 527 422 315 20612 738 634 529 423 315 206

80 p

sf

3 423 336 237 1254 453 353 244 1265 471 362 248 1276 481 368 250 1277 488 371 251 1278 492 374 252 1279 495 375 252 127

10 498 376 253 12711 500 377 253 12712 501 378 253 127

See page 2 for footnotes

3.0PLN18 Pneutek K64 Fastener @

Supports ≥ 0.187" and ≤ 0.312" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 413 389 367 348 330 315 300 287 2754 501 474 451 429 409 391 375 358 343 330 317 305 294 284 2755 582 553 526 502 480 459 440 423 407 392 378 365 352 341 3296 658 626 598 571 547 524 503 484 466 449 433 419 405 392 3807 727 694 664 636 610 585 563 542 522 504 487 471 456 441 4288 790 757 725 696 669 643 620 597 576 557 538 521 505 489 4759 848 814 782 752 724 698 673 650 628 607 588 569 552 535 520

10 900 866 834 804 775 748 723 699 676 655 634 615 597 580 56311 946 913 882 851 823 796 770 745 722 700 679 659 640 622 60512 989 956 925 895 867 840 814 789 765 743 721 701 681 663 645

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 17 17 17 17 17 17 16 16 164 18 19 19 19 19 19 18 18 18 18 18 17 17 17 175 20 20 20 20 20 20 20 20 20 20 20 19 19 19 196 21 21 21 21 21 21 21 21 21 21 21 21 21 21 207 21 22 22 22 23 23 23 23 23 23 23 22 22 22 228 22 23 23 23 23 24 24 24 24 24 24 24 24 24 239 23 23 24 24 24 25 25 25 25 25 25 25 25 25 25

10 23 24 24 25 25 25 26 26 26 26 26 26 26 26 2611 24 24 25 25 26 26 26 27 27 27 27 27 27 27 2712 24 25 25 26 26 27 27 27 27 28 28 28 28 28 28

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 439 413 390 370 351 335 319 306 2934 532 505 479 456 435 416 399 381 365 351 337 325 313 302 2925 619 588 560 534 510 489 468 450 433 417 402 388 375 362 3506 700 666 636 608 582 558 535 515 495 478 461 445 431 417 4047 773 738 706 676 649 623 599 577 556 536 518 501 485 470 4558 841 805 772 741 712 684 659 635 613 592 573 554 537 521 5059 902 866 832 800 770 742 716 691 668 646 625 606 587 570 553

10 957 921 887 855 825 796 769 744 719 697 675 655 635 617 59911 1007 972 938 906 875 846 819 793 768 745 722 701 681 662 64412 1052 1017 984 952 922 893 865 839 814 790 767 746 725 705 686

10 p

sf

3 418 394 373 353 335 319 304 290 2774 507 480 455 432 412 393 376 360 345 331 318 307 295 285 2755 589 559 531 506 483 462 442 424 407 391 377 363 350 339 3276 663 631 602 574 549 526 505 485 466 449 432 417 403 390 3777 730 697 666 637 611 586 563 541 521 503 485 468 453 438 4258 790 756 724 694 667 641 617 594 573 553 534 517 500 484 4709 843 809 776 746 718 691 666 643 621 600 580 562 544 528 512

10 890 856 824 793 765 738 712 688 665 644 623 604 586 568 55211 932 898 866 836 807 780 754 729 706 684 663 643 624 606 58912 969 935 904 874 845 818 792 767 744 721 700 680 660 642 624

20 p

sf

3 394 370 349 330 313 297 283 269 2574 478 451 427 405 384 366 349 333 318 305 292 280 269 259 2495 553 524 497 472 450 429 409 391 375 359 345 331 319 307 2956 620 588 559 533 508 485 464 445 426 409 393 378 364 350 3377 677 645 615 587 561 536 514 493 473 454 437 420 405 390 3768 728 694 663 634 607 582 558 536 515 495 476 458 441 425 4109 771 737 705 676 648 622 597 574 552 531 511 492 474 457 441

10 808 774 742 712 684 657 632 607 585 563 542 523 504 486 46811 841 807 775 744 715 688 662 637 614 591 570 550 530 511 49312 869 835 803 772 743 715 689 664 640 617 595 573 553 533 514

See page 2 for footnotes

3.0PLN22 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

DIAPHRAGM TABLES3.0PLN with Pneutek K66

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 367 343 322 303 286 270 255 241 2284 443 416 392 369 349 330 312 295 280 265 250 236 223 209 1955 509 479 452 427 403 381 361 341 323 305 288 271 254 237 2206 564 532 502 475 449 425 402 380 359 339 319 300 280 260 2397 610 576 545 516 488 462 437 413 389 367 344 322 300 277 2538 648 613 581 550 520 492 465 439 414 389 365 340 316 291 2649 680 644 610 578 547 518 489 462 435 408 382 355 329 301 273

10 707 670 635 602 570 539 509 480 452 423 395 367 339 310 28011 729 692 656 622 589 557 526 495 466 436 407 377 347 317 28512 748 710 674 639 605 572 540 508 477 447 416 385 354 322 290

40 p

sf

3 333 309 286 265 246 226 207 187 1654 397 368 341 316 291 266 241 215 186 153 1155 448 415 384 354 325 296 266 234 200 162 1196 488 452 417 384 351 317 283 247 208 167 1217 519 481 443 406 370 333 296 256 215 170 1228 544 503 463 424 385 345 305 263 219 172 1239 564 521 479 438 396 354 312 268 222 174 124

10 579 535 491 448 405 362 317 272 224 175 12411 592 546 501 457 412 367 321 274 226 176 12512 602 556 510 464 418 372 325 277 228 177 125

50 p

sf

3 284 254 223 190 151 1034 328 290 251 209 162 1075 358 314 269 221 168 1096 379 331 281 228 171 1107 395 343 289 233 174 1118 406 351 295 236 175 1119 414 357 299 239 176 112

10 421 362 302 241 177 11211 426 366 305 242 178 11212 430 369 306 243 178 112

60 p

sf

3 195 1394 209 1445 217 1486 222 1497 225 1508 228 1519 229 152

10 230 15211 231 15212 232 153

See page 2 for footnotes

3.0PLN22 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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PNEU

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K66

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 561 531 504 479 455 433 413 395 3794 682 647 615 586 560 536 513 493 474 456 439 423 408 394 3815 792 754 719 687 657 630 604 581 559 539 520 502 485 470 4556 892 852 814 780 748 718 690 664 640 618 597 577 558 541 5247 983 941 902 866 832 800 771 743 717 693 670 648 628 609 5918 1064 1022 982 945 910 877 846 817 790 764 740 717 695 674 6559 1136 1094 1055 1017 982 948 916 886 858 831 806 782 759 737 716

10 1200 1159 1120 1083 1047 1014 981 951 922 894 868 843 819 796 77511 1257 1217 1179 1142 1107 1073 1041 1010 981 953 926 901 876 853 83012 1307 1269 1232 1196 1162 1128 1096 1066 1036 1008 981 955 930 906 883

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 24 24 24 24 24 23 23 23 224 27 27 27 27 27 26 26 26 26 25 25 24 24 24 235 29 29 29 29 29 29 29 29 28 28 28 27 27 27 266 31 31 31 31 31 31 31 31 31 31 30 30 30 29 297 32 32 33 33 33 33 33 33 33 33 32 32 32 32 318 33 34 34 34 35 35 35 35 35 35 34 34 34 34 349 34 35 35 36 36 36 36 36 36 36 36 36 36 36 36

10 35 36 36 37 37 37 38 38 38 38 38 38 38 37 3711 36 37 37 38 38 39 39 39 39 39 39 39 39 39 3912 36 37 38 39 39 40 40 40 40 41 41 41 41 41 40

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 597 565 536 509 484 461 440 421 4034 725 688 654 624 596 570 546 524 504 485 467 450 434 419 4055 843 802 765 730 699 670 643 618 595 573 553 534 516 500 4846 949 906 866 830 795 764 734 707 681 657 635 614 594 575 5587 1046 1001 960 921 885 852 820 791 763 737 713 690 668 648 6298 1132 1087 1045 1005 968 933 900 869 840 813 787 762 739 717 6979 1208 1164 1122 1082 1044 1009 975 943 913 884 857 831 807 784 762

10 1277 1233 1192 1152 1114 1078 1044 1011 981 951 923 897 871 847 82411 1337 1295 1254 1215 1178 1142 1108 1075 1044 1014 985 958 932 907 88312 1391 1350 1311 1273 1236 1200 1166 1134 1102 1072 1043 1016 989 964 940

10 p

sf

3 573 542 513 488 464 442 423 404 3874 697 660 627 597 570 544 521 499 479 461 444 428 413 398 3855 808 768 732 699 668 639 613 589 566 545 525 507 490 473 4586 907 865 827 791 758 727 699 672 647 624 602 582 563 545 5287 994 952 912 875 840 808 778 749 723 698 674 652 632 612 5938 1071 1028 988 950 915 881 850 820 793 766 742 718 696 675 6559 1138 1096 1056 1018 982 948 916 885 857 829 804 779 756 734 713

10 1197 1155 1116 1078 1042 1008 975 944 915 887 861 836 812 789 76811 1248 1207 1168 1131 1096 1062 1029 998 969 940 914 888 864 840 81812 1293 1253 1215 1179 1144 1110 1078 1047 1017 989 962 936 911 887 865

20 p

sf

3 548 517 489 463 440 418 399 381 3644 665 629 597 567 540 515 492 471 451 433 416 400 385 371 3585 767 729 693 661 631 603 577 553 531 511 491 473 456 440 4256 857 816 779 744 712 682 654 628 604 581 560 540 521 503 4867 934 892 854 818 784 752 723 695 669 645 622 600 580 561 5428 1000 958 919 882 847 815 784 755 728 702 678 655 633 613 5939 1056 1014 975 938 902 869 838 808 780 753 728 704 681 659 639

10 1104 1063 1024 986 951 917 885 855 826 799 773 748 724 701 68011 1146 1105 1066 1028 993 959 927 896 867 839 812 787 762 739 71612 1181 1141 1102 1065 1030 996 964 933 903 875 847 821 796 772 749

See page 2 for footnotes

3.0PLN20 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 519 488 460 435 412 391 371 353 3364 627 592 560 531 504 479 456 434 414 396 378 361 346 331 3175 719 681 646 613 583 555 529 505 482 461 440 421 403 385 3686 797 756 719 684 651 621 593 566 541 517 494 472 451 431 4117 861 819 780 744 709 677 647 618 590 564 539 515 492 470 4488 914 872 832 794 758 724 692 662 632 605 578 552 527 502 4789 959 916 875 836 799 764 731 699 668 638 610 582 555 529 503

10 996 952 911 871 834 798 763 730 698 667 637 608 579 551 52311 1027 983 941 901 863 826 791 756 723 691 660 629 599 570 54112 1053 1009 967 927 888 850 814 779 745 712 679 648 617 586 555

40 p

sf

3 486 455 426 400 376 354 333 314 2954 582 546 513 482 454 427 401 377 353 330 306 282 257 229 1985 659 620 583 548 516 485 455 426 398 370 341 312 281 248 2116 721 679 639 601 565 531 497 465 433 400 367 333 298 260 2197 771 726 684 643 605 567 531 495 459 423 387 349 310 269 2258 810 764 720 677 636 596 557 518 479 441 401 361 319 275 2299 842 794 748 704 661 619 577 536 495 454 412 369 325 279 232

10 868 819 772 726 681 637 594 551 508 465 421 376 330 283 23411 889 839 790 743 697 652 607 563 518 473 428 381 334 285 23512 906 855 806 758 711 664 618 572 526 480 433 386 337 288 237

50 p

sf

3 444 410 379 350 321 292 263 231 1954 522 482 445 408 372 336 298 257 211 160 1015 580 536 493 450 408 365 321 273 221 164 1026 624 576 528 481 434 386 336 283 227 167 1027 658 605 554 503 452 400 346 290 231 169 1038 683 628 574 520 465 410 354 295 234 170 1039 702 645 589 532 475 418 359 299 236 171 103

10 718 659 600 542 483 424 363 301 237 171 10411 730 669 609 549 489 428 366 303 238 172 10412 739 678 617 555 494 432 369 305 239 172 104

60 p

sf

3 384 343 302 257 206 1464 437 387 335 280 220 1525 473 416 357 294 227 1546 498 435 370 303 232 1567 515 448 380 309 235 1578 527 457 386 313 237 1589 536 464 391 316 238 158

10 543 469 394 318 239 15811 549 473 397 319 240 15912 553 476 399 320 240 159

70 p

sf

3 288 224 1504 311 237 1545 325 243 1566 333 247 1577 338 250 1588 342 252 1589 344 253 159

10 346 254 15911 348 254 15912 349 255 159

80 p

sf

3 1274 1295 1306 1317 1318 1319 131

10 13211 13212 132

See page 2 for footnotes

3.0PLN20 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 703 666 632 602 574 547 522 499 4784 854 811 772 736 704 674 646 620 596 574 554 534 516 499 4825 991 945 902 862 825 792 760 731 704 679 655 633 612 593 5746 1115 1066 1020 978 939 902 868 836 806 778 752 727 704 682 6627 1225 1175 1128 1084 1043 1004 968 934 902 872 844 817 792 768 7468 1322 1272 1225 1180 1138 1098 1061 1025 992 960 930 902 875 850 8269 1408 1359 1312 1267 1225 1185 1146 1110 1076 1043 1012 982 954 928 902

10 1483 1435 1390 1346 1304 1263 1225 1188 1153 1120 1088 1058 1029 1001 97511 1549 1503 1459 1416 1375 1335 1297 1260 1225 1191 1159 1128 1099 1070 104312 1607 1564 1521 1479 1439 1400 1363 1326 1291 1258 1225 1194 1164 1135 1108

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 33 33 33 33 32 32 31 31 304 37 37 37 37 37 36 36 35 35 34 34 33 33 32 325 40 40 40 40 40 40 40 39 39 38 38 38 37 37 366 43 43 43 43 43 43 43 43 42 42 42 41 41 40 407 45 45 46 46 46 46 46 46 45 45 45 44 44 44 438 46 47 47 48 48 48 48 48 48 48 48 47 47 47 469 48 49 49 50 50 50 50 50 50 50 50 50 50 49 49

10 49 50 51 51 52 52 52 52 52 52 52 52 52 52 5111 50 51 52 53 53 54 54 54 54 54 54 54 54 54 5412 51 52 53 54 55 55 55 56 56 56 56 56 56 56 56

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 748 708 673 640 610 582 555 531 5094 909 863 821 783 749 717 687 660 634 611 589 568 549 531 5135 1055 1005 959 917 878 842 809 778 749 722 697 673 651 631 6116 1186 1134 1085 1040 998 959 923 889 857 828 800 774 749 726 7047 1303 1250 1200 1153 1109 1068 1030 994 960 928 898 869 843 817 7938 1406 1353 1303 1256 1211 1168 1129 1091 1055 1022 990 960 931 904 8799 1498 1445 1396 1348 1303 1260 1220 1181 1144 1110 1077 1045 1015 987 960

10 1578 1527 1478 1432 1387 1344 1303 1264 1227 1191 1158 1125 1094 1065 103711 1648 1599 1552 1507 1463 1420 1380 1341 1303 1267 1233 1200 1169 1139 111012 1710 1663 1618 1574 1531 1490 1450 1411 1374 1338 1303 1270 1238 1208 1178

10 p

sf

3 723 684 648 616 587 560 535 513 4924 878 833 792 755 721 689 660 633 608 585 564 544 525 507 4915 1017 968 924 882 845 809 777 747 718 692 667 644 623 603 5836 1139 1088 1042 998 957 920 884 852 821 792 765 739 716 693 6727 1246 1195 1147 1102 1060 1020 983 948 915 885 856 828 803 778 7558 1339 1288 1240 1194 1151 1111 1073 1037 1002 970 940 911 884 858 8339 1420 1370 1322 1277 1233 1193 1154 1117 1082 1049 1017 987 959 932 906

10 1490 1441 1394 1349 1307 1266 1227 1190 1154 1121 1088 1058 1029 1001 97411 1551 1503 1458 1414 1372 1331 1292 1255 1220 1186 1154 1122 1093 1064 103712 1603 1557 1513 1470 1429 1390 1351 1315 1279 1245 1213 1182 1152 1123 1095

20 p

sf

3 696 657 622 591 562 535 511 488 4674 844 800 760 723 690 659 630 604 579 556 535 515 497 479 4635 973 926 883 842 805 771 739 709 682 656 632 609 588 568 5496 1085 1036 990 948 908 872 837 805 775 747 721 696 672 650 6297 1181 1131 1084 1040 999 961 925 891 859 829 801 774 749 725 7038 1263 1213 1165 1121 1079 1040 1003 968 934 903 874 845 819 794 7699 1332 1283 1236 1191 1149 1109 1071 1035 1001 969 938 909 881 855 830

10 1391 1342 1296 1252 1210 1170 1131 1095 1060 1028 996 966 938 910 88411 1441 1394 1348 1304 1262 1222 1184 1148 1113 1079 1048 1017 988 960 93312 1484 1438 1393 1350 1308 1269 1231 1194 1159 1125 1093 1062 1033 1004 977

See page 2 for footnotes

3.0PLN19 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 667 628 594 562 533 507 483 460 4404 805 762 722 686 653 622 594 567 543 520 499 479 460 442 4255 923 877 834 794 757 723 691 662 634 608 584 561 539 519 4996 1023 974 929 886 847 811 776 744 714 685 658 633 609 586 5647 1105 1055 1009 965 924 885 849 815 783 752 723 695 669 644 6198 1174 1123 1076 1031 989 949 911 876 842 809 778 749 721 693 6679 1231 1180 1133 1087 1044 1003 964 927 892 858 826 795 765 736 708

10 1278 1228 1180 1134 1091 1049 1010 972 935 900 867 834 803 772 74311 1318 1268 1220 1174 1131 1088 1048 1009 972 936 901 868 835 803 77312 1351 1302 1254 1208 1164 1122 1081 1042 1004 967 931 897 863 830 798

40 p

sf

3 633 595 560 529 500 473 448 425 4044 760 716 677 640 606 575 545 518 492 467 443 421 398 377 3555 864 816 773 732 694 659 626 594 564 535 507 480 453 427 4006 948 898 851 808 767 728 691 656 622 590 558 527 497 466 4357 1015 964 915 869 826 784 745 706 670 634 599 565 530 496 4618 1070 1017 967 919 873 830 788 747 708 669 632 594 557 519 4819 1114 1060 1009 960 912 867 823 780 739 698 658 618 578 537 497

10 1150 1095 1043 993 944 897 852 807 764 721 679 636 594 552 50911 1179 1124 1071 1020 970 922 875 829 784 740 696 652 608 564 51912 1204 1148 1095 1043 992 943 895 848 801 755 710 664 619 573 527

50 p

sf

3 594 555 519 486 455 426 398 371 3454 704 659 617 578 541 505 471 437 403 368 331 292 248 198 1415 790 740 693 649 606 565 524 484 444 402 358 312 261 205 1446 857 803 752 703 656 610 564 519 473 426 377 325 269 210 1467 908 851 797 745 694 644 594 544 494 443 389 333 275 212 1478 948 889 832 777 723 670 617 564 510 455 398 340 278 214 1479 979 918 859 802 745 689 634 578 522 464 405 344 281 215 148

10 1004 942 881 822 763 705 647 589 531 471 410 347 283 216 14811 1024 960 898 837 777 717 658 598 538 476 414 350 284 217 14812 1040 976 912 850 789 727 666 605 543 480 417 352 285 218 149

60 p

sf

3 544 501 461 423 385 345 304 258 204 1404 633 582 534 486 438 389 337 279 216 1445 697 640 585 530 474 417 357 292 222 1466 744 682 621 560 498 435 369 300 226 1477 778 712 647 582 515 448 378 305 228 1488 804 735 666 597 528 457 384 308 229 1489 824 752 680 609 537 463 388 310 231 148

10 839 765 691 618 543 468 391 312 231 14911 851 775 700 625 549 472 393 314 232 14912 860 783 707 630 553 475 395 315 232 149

70 p

sf

3 475 424 371 315 252 1784 537 474 410 341 267 1845 577 506 433 357 275 1876 604 527 448 366 280 1887 623 542 458 372 283 1898 637 552 465 376 285 1909 647 559 470 379 286 190

10 654 564 474 381 287 19111 660 569 477 383 288 19112 664 572 479 384 289 191

80 p

sf

3 374 300 216 1184 405 318 223 1195 422 328 227 1206 433 334 230 1207 440 337 231 1208 445 340 232 1219 448 342 232 121

10 451 343 233 12111 453 344 233 12112 454 345 234 121

See page 2 for footnotes

3.0PLN19 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

3 836 792 752 716 683 653 624 596 5724 1016 965 919 877 838 803 770 739 711 685 661 638 616 596 5775 1178 1123 1073 1026 983 943 906 872 840 810 782 756 731 708 6866 1323 1266 1213 1163 1117 1074 1034 996 961 928 897 868 841 815 7917 1451 1393 1339 1288 1240 1195 1152 1112 1075 1040 1006 975 945 917 8918 1564 1506 1452 1400 1351 1305 1261 1220 1181 1144 1109 1076 1044 1014 9869 1662 1606 1553 1501 1452 1406 1362 1319 1279 1241 1205 1170 1137 1106 1076

10 1749 1694 1642 1592 1544 1497 1453 1411 1370 1331 1294 1259 1225 1192 116211 1824 1772 1722 1673 1626 1580 1536 1494 1453 1414 1377 1341 1307 1274 124212 1889 1840 1792 1745 1699 1655 1612 1570 1530 1491 1454 1418 1383 1350 1317

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

Seis

mic

or W

ind

3 44 43 43 42 42 41 40 40 394 49 49 48 48 48 47 47 46 45 45 44 43 43 42 415 53 53 53 53 53 52 52 51 51 50 50 49 48 48 476 56 57 57 57 57 56 56 56 55 55 54 54 53 53 527 59 59 60 60 60 60 60 60 59 59 59 58 58 57 578 61 62 62 63 63 63 63 63 63 63 62 62 61 61 609 63 64 65 65 66 66 66 66 66 66 66 65 65 64 64

10 65 66 67 67 68 68 68 69 69 69 68 68 68 68 6711 66 67 68 69 70 70 71 71 71 71 71 71 71 71 7012 67 69 70 71 71 72 73 73 73 73 73 73 73 73 73

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

No

Upl

ift

3 890 843 801 762 727 695 663 635 6084 1081 1027 978 933 892 854 819 787 757 729 703 678 656 634 6145 1253 1195 1141 1092 1046 1004 964 928 893 862 832 804 778 753 7306 1407 1347 1290 1238 1188 1143 1100 1060 1023 987 955 924 894 867 8417 1544 1482 1424 1370 1319 1271 1226 1184 1144 1106 1071 1037 1006 976 9478 1664 1603 1545 1490 1438 1389 1342 1298 1256 1217 1180 1144 1111 1079 10499 1769 1709 1652 1597 1545 1496 1448 1404 1361 1320 1282 1245 1210 1177 1145

10 1860 1803 1747 1694 1642 1593 1546 1501 1457 1416 1377 1339 1303 1269 123611 1940 1885 1832 1780 1729 1681 1634 1589 1546 1505 1465 1427 1390 1355 132112 2010 1958 1906 1856 1808 1760 1715 1670 1628 1586 1546 1508 1471 1436 1402

10 p

sf

3 864 817 775 737 703 671 641 615 5904 1048 996 948 903 863 826 791 759 730 702 677 653 630 609 5905 1213 1156 1104 1055 1011 969 931 895 861 830 801 774 748 724 7016 1358 1299 1244 1193 1145 1100 1059 1020 984 950 918 888 859 832 8077 1483 1424 1368 1315 1266 1220 1176 1135 1097 1060 1026 994 963 934 9078 1592 1533 1477 1424 1374 1327 1282 1240 1200 1162 1126 1092 1060 1030 10019 1686 1628 1573 1521 1471 1423 1378 1335 1294 1255 1219 1183 1150 1118 1088

10 1767 1711 1657 1606 1556 1509 1464 1421 1380 1340 1303 1267 1233 1200 116911 1837 1783 1731 1681 1632 1586 1541 1498 1457 1418 1380 1344 1309 1276 124412 1897 1845 1795 1746 1699 1654 1610 1568 1527 1488 1450 1413 1379 1345 1313

20 p

sf

3 836 790 749 711 677 645 616 589 5654 1013 961 914 871 831 794 760 729 700 673 647 624 602 581 5615 1168 1112 1061 1014 970 929 892 857 824 793 765 738 713 689 6676 1301 1244 1190 1140 1094 1051 1010 972 937 904 872 843 815 789 7647 1415 1357 1302 1251 1203 1158 1116 1076 1039 1003 970 939 909 881 8548 1512 1454 1400 1348 1299 1253 1210 1169 1130 1093 1058 1025 994 964 9369 1594 1537 1483 1432 1383 1337 1293 1251 1211 1173 1137 1103 1071 1040 1010

10 1664 1608 1555 1504 1456 1409 1365 1323 1283 1245 1208 1173 1140 1108 107811 1723 1669 1617 1567 1519 1473 1429 1387 1347 1308 1271 1236 1202 1169 113812 1773 1721 1670 1621 1574 1529 1485 1443 1403 1364 1327 1291 1257 1224 1192

See page 2 for footnotes

3.0PLN18 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

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Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0"

30 p

sf

3 806 760 719 682 648 617 588 562 5374 974 923 876 833 794 757 724 693 664 637 612 588 566 545 5265 1117 1062 1011 965 922 882 844 810 777 747 718 691 666 642 6206 1237 1180 1127 1078 1032 990 950 912 877 844 812 783 755 728 7037 1338 1280 1226 1175 1127 1083 1041 1001 964 928 895 863 833 804 7778 1421 1363 1309 1257 1209 1163 1119 1078 1039 1002 967 933 901 870 8419 1490 1433 1378 1327 1277 1231 1186 1144 1104 1065 1029 994 960 928 897

10 1548 1492 1437 1385 1336 1289 1244 1201 1160 1120 1082 1046 1011 977 94511 1597 1541 1487 1435 1386 1339 1293 1249 1208 1167 1129 1091 1055 1021 98712 1638 1582 1529 1478 1429 1381 1335 1291 1249 1208 1169 1131 1094 1058 1023

40 p

sf

3 772 727 686 649 615 584 555 528 5044 928 878 831 788 749 712 678 647 617 589 563 538 515 492 4715 1057 1003 952 905 862 821 783 747 713 682 651 623 595 568 5426 1163 1105 1052 1002 955 912 870 831 794 759 725 692 661 631 6017 1248 1189 1134 1082 1033 987 943 901 861 822 786 750 715 682 6488 1317 1258 1201 1148 1097 1049 1002 958 916 875 835 797 760 723 6879 1374 1313 1256 1202 1150 1100 1052 1006 961 918 877 836 796 757 718

10 1420 1359 1302 1246 1193 1142 1093 1045 999 954 910 868 826 784 74311 1458 1397 1339 1283 1229 1177 1127 1078 1030 984 939 894 850 807 76412 1489 1429 1370 1314 1260 1207 1155 1105 1057 1009 962 916 871 826 781

50 p

sf

3 734 689 648 610 575 542 512 484 4574 875 823 776 732 691 652 616 581 548 515 483 451 419 386 3505 987 931 878 829 783 739 697 657 618 579 541 503 464 423 3806 1075 1015 959 906 855 807 761 716 672 628 584 540 495 449 4007 1144 1082 1023 966 913 861 810 761 713 665 617 568 519 467 4148 1198 1134 1073 1014 958 903 849 797 745 693 641 589 536 481 4249 1241 1176 1113 1052 993 936 880 825 770 715 660 605 549 491 432

10 1276 1210 1145 1083 1022 963 904 847 789 732 675 617 559 499 43711 1304 1237 1171 1107 1045 984 924 864 805 746 687 627 566 505 44112 1327 1259 1192 1128 1064 1002 940 879 818 757 696 635 572 509 445

60 p

sf

3 689 642 598 558 520 483 447 411 3754 810 756 704 656 609 564 519 473 426 376 321 260 191 1145 902 841 784 728 675 622 569 515 459 401 338 269 195 1156 970 905 842 782 722 663 604 544 482 417 348 275 197 1157 1022 953 886 821 757 693 629 564 497 428 355 279 199 1158 1062 990 920 851 783 716 648 579 508 435 360 281 200 1169 1092 1018 946 874 803 733 662 590 516 441 363 283 201 116

10 1116 1040 966 892 819 746 672 598 522 445 366 284 201 11611 1135 1058 981 906 831 756 680 604 527 448 368 285 201 11612 1151 1072 994 917 840 764 687 609 530 451 369 286 202 116

70 p

sf

3 631 580 531 482 433 382 326 263 1884 728 667 607 547 487 423 354 278 194 1005 797 727 659 590 520 447 370 287 197 1016 845 769 695 619 542 463 380 292 199 1017 880 800 720 639 558 473 386 295 200 1018 906 822 738 654 568 481 391 297 201 1019 925 838 751 664 576 486 394 299 201 101

10 940 851 762 672 582 490 396 300 202 10211 951 860 770 678 586 493 398 301 202 10212 960 868 776 683 590 495 399 301 202 102

80 p

sf

3 555 493 428 359 282 1914 622 547 469 386 296 1965 666 581 493 402 304 1996 695 603 509 411 308 2007 715 618 519 417 311 2018 729 628 526 421 313 2019 739 635 531 424 314 202

10 746 641 534 426 315 20211 752 645 537 427 316 20212 757 649 539 429 316 202

See page 2 for footnotes

3.0PLN18 Pneutek K66 Fastener @ Supports ≥ 0.281" Sidelaps Fastened with the PunchLok II Tool 24/4 Attachment Pattern

Page 104: VULCRAFT Steel Roof Deck Design Guide Supplement 1

102 VPS1 VULCRAFT www.vulcraft.com

VULCRAFT reserves the right to change the design or details of its products without notice. The information in this catalog is presented for general information only and is not to be used or relied upon for any application without complete review of the proposed application and without a complete review by a licensed professional architect, engineer, designer or other qualified professional.

VULCRAFT assumes no liability whatsoever for the accuracy or completeness of the information contained herein.

VULCRAFT makes no representation or warranty of any kind, either express or implied, respecting any information contained in this catalog including, but not limited to, the accuracy, completeness or suitability of such information for any particular purpose or use.

In addition, VULCRAFT expressly disclaims any liability for incidental, special, consequential or punitive damages including, but not limited to, loss of profits or loss of use.

VULCRAFT'S liability, warranties and other obligations with respect to its decking products are set forth in the VULCRAFT Terms and Conditions of Sale provided to Buyer in connection with the provision of such decking products.

As used herein, references to VULCRAFT includes any parents, affiliates and subsidiaries.

The PunchLok II tool is the subject of U.S. Patent No. 6,12,932 and U.S. Patent No. 8,667,656.

PUNCHLOK® is a registered trademark of Verco Decking, Inc. VULCRAFT® is a registered trademark of NUCOR Corporation. 1.5PLB™ and 3.0PLN™ are trademarks of NUCOR Corporation. All other names may be trademarks of their respective owners. All rights reserved.

Page 105: VULCRAFT Steel Roof Deck Design Guide Supplement 1

PUNCHLOK® II SYSTEM

The PunchLok II tool is a hand-held, pneumatically- operated tool that joins sidelaps of PunchLok system roof and floor deck. When used properly, the PunchLok II tool creates a positive connection between the male and female lips (edges) of the deck by first clinching the sheets together, then shearing and permanently offsetting the male and female layers of material. The connection made by the PunchLok II tool is referred to as a VSC2 (Vulcraft Sidelap Connection 2).

An acceptable VSC2 connection has been made when the sidelap material has been sheared and offset so the sheared surface of the male leg is visible in the cut. The VSC2 connection may be made in either direction related to the sidelap.

VULCRAFT SIDELAP CONNECTION 2 (VSC2)

MALE LAYERMALE LAYERof Materialof Material

PunchLok® II SystemVULCRAFT Sidelap Connection 2 (VSC2)

Page 106: VULCRAFT Steel Roof Deck Design Guide Supplement 1

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