Supracadd HTL_HNDK

COMPLETE_MATERIAL_LIST

SHEET 1 OF 2

CONTACT DETAILED

user 12-03-2013

JOB NUMBER

HTL_HNDK

Fabricator: NYBuilder: Penginapan Zaffa Inn

ITEMTYPE

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7575RA

C7575ra

C7575ra

C7575ra

C7575RA

C7575ra

C7575RA

C7575RA

C7575ra

C7575RA

C7575RA

C7575RA

C7575ra

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

COMPONENTS

JACKRAFTER

JACKRAFTER

JACKRAFTER

JACKRAFTER

JACKRAFTER

JACKRAFTER

JACKRAFTER

WEB

WEB

WEB

WEB

TOP_CHORD

WEB

WEB

WEB

WEB

WEB

WEB

WEB

WEB

WEB

WEB

WEB

WEB

WEB

WEB

CHORD_BOXED

WEB

WEB

WEB

WEB

WEB

TOP_CHORD

WEB

WEB

WEB

WEB

WEB

WEB

WEB

PRODUCTCODE

2430N

2430N

2430N

2430N

2430N

2430N

2430N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

BLANKLENGTH

1294

1967

3121

4276

5431

6585

6870

540

640

660

800

829

840

980

1000

1020

1026

1040

1120

1220

1240

1260

1360

1380

1400

1500

1752

1780

1840

1860

1871

1880

1959

2080

2100

2180

2200

2360

2380

2384

QTY

8

4

4

4

4

4

2

14

8

4

4

2

4

10

6

11

2

2

18

8

7

11

6

6

4

4

2

4

4

4

2

2

4

4

4

7

7

4

2

2

WEIGHT

13.5

10.3

16.3

22.4

28.4

34.4

18

7.5

5.1

2.6

3.2

1.6

3.3

9.7

5.9

11.1

2

2.1

19.9

9.6

8.6

13.7

8.1

8.2

5.5

5.9

3.5

7

7.3

7.3

3.7

3.7

7.7

8.2

8.3

15.1

15.2

9.3

4.7

4.7

6.068-17 COMPLETE_MATERIAL_LIST-1of2-241-12-03-2013-21:49:07

COMPLETE_MATERIAL_LIST

SHEET 2 OF 2

CONTACT DETAILED

user 12-03-2013

JOB NUMBER

HTL_HNDK


ITEMTYPE

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

C7575RA

RAFT_CHAN_22-35-1.0

SC-APEX-plate

SCREW-10-16x16-HEX

SCREW-12-14x20-HEX

TRUSSTITE

COMPONENTS

WEB

WEB

WEB

WEB_BOXED

WEB_BOXED

WEB_BOXED

WEB_BOXED

WEB_BOXED

TOP_CHORD

WEB_BOXED

WEB_BOXED

WEB_BOXED

TOP_CHORD

TOP_CHORD

TOP_CHORD

TOP_CHORD

TOP_CHORD

TOP_CHORD

TOP_CHORD

TOP_CHORD

BOTTOM_CHORD

HIPRAFTER

APEXPLATE

SCREW

SCREW

SCREW

PRODUCTCODE

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2431N

2259N

2501

4001

4008

6999

BLANKLENGTH

2400

2420

2480

2600

2680

2683

2700

2800

2831

2880

2883

2900

3115

4269

4830

5423

6579

6829

6874

8831

10570

9089

0

0

0

0

QTY

4

7

7

14

2

2

4

14

2

2

2

4

4

4

2

4

4

2

14

2

17

8

7

280

180

471

WEIGHT

9.5

16.7

17.1

35.9

5.3

5.3

10.7

38.7

5.6

5.7

5.7

11.4

12.3

16.9

9.5

21.4

26

13.5

95

17.4

177.4

148.3

3.5

1.1

0.7

4.7

TOTALS: WEIGHT=1098

6.068-17 COMPLETE_MATERIAL_LIST-2of2-163-12-03-2013-21:49:07

confirmation_sheet.cmd

ORDER CONFIRMATIONCOMPANY DETAILSCompany name : Penginapan Zaffa InnContact name : H. Fahriansyah, S.SosPhone number : -Fax number : -Postal address : Jl. Kasturi 2 Rt.31 Rw.07 Kel.Syamsuddin Noor Kec.Landasan Ulin Client acc. no.: 3ORDER DETAILSClient order no.: HTL_HNDKModel name : Delivery address:

Confirmation software version = 1.40/UTIL14 (Check order syntax) vers A.21Number of different pitches = 1 (30.0)Number of different spans(m) = 1 ( 10.5 )Number of different overhangs = 2Maximum pack length (m) = 10.57Price list = Default

Delivery date : Data continuity check - OK

WIND DATADesign-code: AS-4600-2005 (Australian/NZ limit state)Wind-speed entered as 'SIMPLE'Limit-state SERVICEABILITY wind-speed = 26 m/secLimit-state STRENGTH wind-speed = 34 m/sec

Confirmed by:___________________________________________

BSL Job Number = HTL_HNDK6.068 1-12-03-2013-21:49:20

HTL_HNDK

6

17

0

2

Fabricator name : NYFabricator address : NYFabricator phone : Client number : HTL_HNDK

Client : Penginapan Zaffa InnDescription : Address (1) : Address (2) :

1-12-03-2013-21:49:04

DESPATCHMANIFEST

JOB NO:

DATE:

SALESPERSON LOADED BY DATE SHIPPED SHIPPED VIA DRIVERS NAME RECEIVED BY

QTY DESCRIPTION PACKS STILLAGE SIGNED(LOADER)

WALL PANELSTRUSSESGIRDER TRUSSESHIP ENDSANCILLARIES (Boxes)ANCILLARIES (Bundles)ANCILLARIES (Bags)EXTERNAL PURCHASESOTHEROTHEROTHEROTHEROTHEROTHERI acknowledge the above packs and items have been loaded and accept the above in good order and condition

DRIVER:____________________________________________

HIP

RA

FTER

AS

SE

MB

LYS

HE

ET 1 O

F 1

DETAILED

JOB N

UM

BER

12-03-2013

CO

NTAC

T HTL_H

ND

Kuser

Client:

Penginapan Zaffa Inn

Description

RA

FT_CH

AN

_22-35-1.0R

AFT_C

HA

N_22-35-1.0

RA

FT_CH

AN

_22-35-1.0R

AFT_C

HA

N_22-35-1.0

RA

FT_CH

AN

_22-35-1.0R

AFT_C

HA

N_22-35-1.0

RA

FT_CH

AN

_22-35-1.0R

AFT_C

HA

N_22-35-1.0

Hip

001001001001002002002002

Id100110120130100110120130

length

90889088908890889088908890889088

Gauge

1.01.01.01.01.01.01.01.0

stock#

2259N2259N2259N2259N2259N2259N2259N2259N

Qty

11111111

Category

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

Com

ments

BLO

CK

-1-HIP

-001B

LOC

K-1-H

IP-001

BLO

CK

-1-HIP

-001B

LOC

K-1-H

IP-001

BLO

CK

-1-HIP

-002B

LOC

K-1-H

IP-002

BLO

CK

-1-HIP

-002B

LOC

K-1-H

IP-002

HIP

RA

FTER

AS

SE

MB

LY TO

TAL = 8off, W

EIG

HT = 148.3kg

6.068 HIPRAFTER-1of1-19-12-03-2013-21:48:52

HIP_AND_JOIST_CUTTING_LIST

SHEET 1 OF 1

CONTACT DETAILED

user 12-03-2013

JOB NUMBER

HTL_HNDK


DESCRIPTION

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

C7510RA

RAFT_CHAN_22-35-1.0

RAFT_CHAN_22-35-1.0

RAFT_CHAN_22-35-1.0

RAFT_CHAN_22-35-1.0

RAFT_CHAN_22-35-1.0

RAFT_CHAN_22-35-1.0

RAFT_CHAN_22-35-1.0

RAFT_CHAN_22-35-1.0

HIPNUMBER

002

001

001

001

001

002

001

002

001

002

001

002

001

002

001

002

001

002

001

002

001

002

001

002

002

002

002

002

001

001

001

001

001

001

002

002

002

002

PARTNUMBER

340

260

340

230

330

320

320

300

310

280

300

260

290

240

280

220

270

200

200

310

210

270

220

330

290

250

210

230

240

250

100

110

120

130

100

110

120

130

QTY

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

LENGTH

1294

6870

1294

4276

1294

1294

1294

3121

1967

5431

3121

6870

4276

5431

5431

3121

6585

1294

1294

1967

1967

6585

3121

1294

4276

6585

1967

4276

5431

6585

9089

9089

9089

9089

9089

9089

9089

9089

COMMENT

CREEPER-SIDE

CREEPER

CREEPER-SIDE

CREEPER

CREEPER-SIDE

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER-SIDE

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

CREEPER

BLOCK-1-HIP-001

BLOCK-1-HIP-001

BLOCK-1-HIP-001

BLOCK-1-HIP-001

BLOCK-1-HIP-002

BLOCK-1-HIP-002

BLOCK-1-HIP-002

BLOCK-1-HIP-002

TOTALS: LENGTH=182324 WEIGHT=292 NUMBER OFF=0

6.068-17 HIP_AND_JOIST_CUTTING_LIST-1of1-229-12-03-2013-21:49:06

Header sheet for job: HTL_HNDK

6.068 12-03-2013 21:49:19

Load-bearing walls: 0 of, Length = 0 m, area = 0 m2Non-Load-bearing walls: 0 of, Length = 0 m, area = 0 m2

Client details:

Builder details:H. Fahriansyah, S.SosPenginapan Zaffa InnJl. Kasturi 2 Rt.31 Rw.07 Kel.Syamsuddin Noor Kec.Landasan Ulin

HIP 002

1294 1294

129

4

196

7

312

1

427

6

543

1

658

5 6

871

658

5

543

1

427

6

312

1

196

7

129

4 9089 (A=1039)

(A=1

039)

9089

HIP 001

1294 1294

129

4

196

7

312

1

427

6

543

1

658

5 6

871

658

5

543

1

427

6

312

1

196

7

129

4

(A=1039) 9089

9089

(A=10

39)

L R001

L R002

L R003

L R004

L R005

LR 006

LR 006

LR 006

LR 006

LR 006

LR 006

LR 006

LR 005

LR 004

LR 003

LR 002

LR 001

NOTEEnsure roof bracing is installed in accordance with theSMARTRUSS construction manual.

150

1020

0

150

150

17700

150

150

850

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

850

150

L R001

L R002

L R003

L R004

L R005

LR 006

LR 006

LR 006

LR 006

LR 006

LR 006

LR 006

LR 005

LR 004

LR 003

LR 002

LR 001

NOTEEnsure roof bracing is installed in accordance with theSMARTRUSS construction manual.

150

1209

716

1000

1000

1000

194

156

1000

1000

1000

716

1209

150

HIP 002

1294 1294

129

4

196

7

312

1

427

6

543

1

658

5 6

871

658

5

543

1

427

6

312

1

196

7

129

4 9089 (A=1039)

(A=1

039)

9089

HIP 001

1294 1294

129

4

196

7

312

1

427

6

543

1

658

5 6

871

658

5

543

1

427

6

312

1

196

7

129

4

(A=1039) 9089

9089

(A=1

039)

DE

TAILE

DD

ETA

ILER

JOB

NU

MB

ER

CA

TEG

OR

YD

ES

CR

IPTIO

NP

RO

DU

CT

CO

DE

NU

MB

ER

OFF

TOTA

LLE

NG

TH (m

m)

TOTA

LW

EIG

HT (kg)

LAB

OU

RLA

BO

UR

SU

B TO

TALS

CO

ST/P

RIC

EC

OS

T/PR

ICE

SU

B TO

TALS

MA

TER

IALS

_US

AG

E_R

EP

OR

T

HTL_H

ND

K

12-03-2013user

SH

EE

T 1 OF 1

6.068 BO

M-1of1-12-03-2013-21:49:08

HIP

RA

FT_CH

AN

_22-35-1.02259N

872712

148.33$0.00

$0H

IPC

7510RA

2430N30

109612143.26

$0.00$0

$0$0

TRU

SS

C7575R

A2431N

300806564

796.08$0.00

$0TR

US

SS

C-A

PE

X-plate

25017

-3.5

$0.00$0

TRU

SS

SC

RE

W-10-16x16-H

EX

4001280

-1.12

$0.00$0

TRU

SS

SC

RE

W-12-14x20-H

EX

4008180

-0.72

$0.00$0

TRU

SS

TRU

SS

TITE6999

471-

4.71$0.00

$0$0

$0

TOTA

L=$0$0

$01097.72kg

SU

B TO

TALS

:

6.068 panelstack_1-12-03-2013-21:49:09

Panel-stack summaryJob: HTL_HNDK

PRODUCTION ADVICE FOR SMARTRUSS

PROJECT NAME:CUSTOMER:DATE ISSUED:PREPARED BY:

HTL_HNDKH. Fahriansyah, S.Sos

12-03-2013SECTION: C7575RA

Page No:SALES ORDER NO:

DATE REQUIRED:GIRTH:

1 of 3

163

ITEM MARKING LENGTH QTY TOTAL LENGTH

WEIGHT (kg)

COIL NO.

Advice Totals

RECORDED BY: DATE: APPROVED BY:Finance Dept

1 T001-001 10570 2 21,140 20.872 T001-002 1959 2 3,918 3.873 T001-003 8831 2 17,662 17.444 T001-004 1959 2 3,918 3.875 T001-005 1752 2 3,504 3.466 T001-010 1040 2 2,080 2.057 T001-020 980 2 1,960 1.948 T001-030 980 2 1,960 1.949 T001-040 1000 2 2,000 1.97

10 T001-050 980 2 1,960 1.9411 T001-060 1000 2 2,000 1.9712 T001-070 980 2 1,960 1.9413 T001-080 980 2 1,960 1.9414 T001-090 1000 2 2,000 1.9715 T001-100 1026 2 2,052 2.0316 T002-001 10570 2 21,140 20.8717 T002-002 3115 2 6,230 6.1518 T002-003 6829 2 13,658 13.4919 T002-004 3115 2 6,230 6.1520 T002-010 660 2 1,320 1.3021 T002-020 1220 2 2,440 2.4122 T002-030 1400 2 2,800 2.7623 T002-040 1380 2 2,760 2.7324 T002-050 1360 2 2,720 2.6925 T002-060 1360 2 2,720 2.6926 T002-070 1380 2 2,760 2.7327 T002-080 1360 2 2,720 2.6928 T002-090 1380 2 2,760 2.7329 T002-100 1400 2 2,800 2.7630 T002-110 1220 2 2,440 2.4131 T002-120 660 2 1,320 1.3032 T003-001 10570 2 21,140 20.8733 T003-002 4269 2 8,538 8.4334 T003-003 4830 2 9,660 9.5435 T003-004 4269 2 8,538 8.4336 T003-010 640 2 1,280 1.2637 T003-020 840 2 1,680 1.66

R




12-03-2013SECTION: C7575RA



2 of 3

163


WEIGHT (kg)

COIL NO.

Advice Totals


38 T003-030 1120 2 2,240 2.2139 T003-040 1780 2 3,560 3.5240 T003-050 1880 2 3,760 3.7141 T003-060 1840 2 3,680 3.6342 T003-070 1860 2 3,720 3.6743 T003-080 1840 2 3,680 3.6344 T003-090 1860 2 3,720 3.6745 T003-100 1871 2 3,742 3.6946 T003-110 1780 2 3,560 3.5247 T003-120 1120 2 2,240 2.2148 T003-130 840 2 1,680 1.6649 T003-140 640 2 1,280 1.2650 T004-001 10570 2 21,140 20.8751 T004-002 5423 2 10,846 10.7152 T004-003 2831 2 5,662 5.5953 T004-004 5423 2 10,846 10.7154 T004-010 800 2 1,600 1.5855 T004-020 1220 2 2,440 2.4156 T004-030 1500 2 3,000 2.9657 T004-040 2400 2 4,800 4.7458 T004-050 2380 2 4,760 4.7059 T004-060 2360 2 4,720 4.6660 T004-070 2360 2 4,720 4.6661 T004-080 2384 2 4,768 4.7162 T004-090 2400 2 4,800 4.7463 T004-100 1500 2 3,000 2.9664 T004-110 1220 2 2,440 2.4165 T004-120 800 2 1,600 1.5866 T005-001 10570 2 21,140 20.8767 T005-002 6579 2 13,158 12.9968 T005-003 829 2 1,658 1.6469 T005-004 6579 2 13,158 12.9970 T005-010 640 2 1,280 1.2671 T005-020 1020 2 2,040 2.0172 T005-030 1260 2 2,520 2.4973 T005-040 2080 2 4,160 4.1174 T005-050 2100 2 4,200 4.15

R




12-03-2013SECTION: C7575RA



3 of 3

163


WEIGHT (kg)

COIL NO.

Advice Totals


75 T005-060 2900 2 5,800 5.7376 T005-061 2700 2 5,400 5.3377 T005-070 2880 2 5,760 5.6978 T005-071 2680 2 5,360 5.2979 T005-080 2883 2 5,766 5.6980 T005-081 2683 2 5,366 5.3081 T005-090 2900 2 5,800 5.7382 T005-091 2700 2 5,400 5.3383 T005-100 2100 2 4,200 4.1584 T005-110 2080 2 4,160 4.1185 T005-120 1260 2 2,520 2.4986 T005-130 1020 2 2,040 2.0187 T005-140 640 2 1,280 1.2688 T006-001 10570 7 73,990 73.0689 T006-002 6874 7 48,118 47.5190 T006-003 6874 7 48,118 47.5191 T006-010 540 7 3,780 3.7392 T006-020 1240 7 8,680 8.5793 T006-030 1120 7 7,840 7.7494 T006-040 2420 7 16,940 16.7395 T006-050 2180 7 15,260 15.0796 T006-060 2800 7 19,600 19.3597 T006-061 2600 7 18,200 17.9798 T006-070 1020 7 7,140 7.0599 T006-080 2800 7 19,600 19.35

100 T006-081 2600 7 18,200 17.97101 T006-090 2200 7 15,400 15.21102 T006-100 2480 7 17,360 17.14103 T006-110 1120 7 7,840 7.74104 T006-120 1260 7 8,820 8.71105 T006-130 540 7 3,780 3.73

300 806,564 796.40

R

DE

TAILE

DD

ETA

ILER

JOB

NU

MB

ER

CA

TEG

OR

YD

ES

CR

IPTIO

NP

RO

DU

CT

CO

DE

NU

MB

ER

OFF

TOTA

LLE

NG

TH (m

m)

TOTA

LW

EIG

HT (kg)

LAB

OU

RLA

BO

UR

SU

B TO

TALS

CO

ST/P

RIC

EC

OS

T/PR

ICE

SU

B TO

TALS

SM

AR

T_PA

RTS

_US

AG

E_R

EP

OR

T

HTL_H

ND

K

12-03-2013user

SH

EE

T 1 OF 1

6.068 BO

M-1of1-12-03-2013-21:49:08

TOTA

L=$0$0

$00kg

SU

B TO

TALS

:

SC

-HE

EL-A

-75-75-2

SC

-KN

EE

-C-75-75-5

SC

-HE

EL-A

-75-75-2

SC

-KN

EE

-C-75-75-5

002004

001

003005

010-1020-1

030-1040-1

050-1060-1

070-1080-1

090-1

100-1577

10500

8831

C7575R

A10570

0.752

001C

7575RA

19590.75

2002

C7575R

A8831

0.752

003C

7575RA

19590.75

2004

C7575R

A1752

0.752

005C

7575RA

10400.75

2010

C7575R

A980

0.752

020C

7575RA

9800.75

2030

C7575R

A1000

0.752

040

C7575R

A980

0.752

050C

7575RA

10000.75

2060

C7575R

A980

0.752

070C

7575RA

9800.75

2080

C7575R

A1000

0.752

090C

7575RA

10260.75

2100

TRU

SS

TITE-

44S

CR

EW

-10-16x16-HE

X-

16S

CR

EW

-12-14x20-HE

X-

20

PA

SS

12-03-2013

34.9

lh overhang=700 rh overhang=700 span=10500 spacing=1000 loading=US

ER

-W34N

(m,6,-0.2,-0.09,-0.25,0,0,0,0,0,0,0,-1.1,-1.1,0,0.28,0,0,0,0,0,0.63,0,0,A

,1,1,F,1,F,10,34,,,,,,5,S,5,500,S

EA

LED

) lh pitch=30 rD

esign code: AS

-4600-2005 (Australian/N

Z limit state)

smart: Y

ES

flush: NO

NY


2

001H

TL_HN

DK

N/A

R=30

Precam

ber = 8.0 mm

user

L=30

6.068-17 TRUSS001-12-03-2013-21:48:18

QU

ALITY

CH

EC

K FR

OM

TOP

OF TO

P C

HO

RD

, TO B

OTTO

M O

F BO

TTOM

CH

OR

D = 577

Chords placed flange-D

OW

N, W

ebs placed flange-UP

Screw

locationsdiagram

matic only

refer connectionsheet for details

1:65

119001044

RIG

HT

LEFT

PA

RTS

LIST

DESC

RIPTIO

ND

ESCR

IPTION

No.

No.

LEN.

LEN.

MAT.

MAT.

QTY

QTY

AS

SE

MB

LY D

ETA

ILSAPEX H

EIGH

TBO

TTOM

CH

OR

D PR

EP ANG

LES

FAB

RIC

ATO

R

CU

STO

ME

R R

EF:

CU

STO

ME

R

TRU

SS

DE

TAILS

UN

CR

OPPED

LENG

THU

NC

RO

PPED H

EIGH

TW

EIGH

T

DETAILER

DETAILED

SCALE

JOB N

UM

BERTR

USS

AN

ALY

SIS

Status

Approved BY

QTY

1SC-HEEL-A-75-75-2

2

3

4

5

6

7

8

9

1030 40

50SC-KNEE-C-75-75-5

60SC-KNEE-C-75-75-5

90SC-HEEL-A-75-75-2

17460 17521746 17523498 17525250 17527002 17468754 10500

7000 869700 17531569 17523322 17525074 17526826 17538578 86910331 70011200 11900

Type = CHANNELPitch = 30

smart: YESflush: NO

HTL_HNDK 001 2 12-03-2013Fabricator: NY Supracadd 6.068-17 TRUSS8 (Channel-truss design to AS4600) vers B.66

MAX LIMIT-STATE REACTIONS (kN)

UNFACTOREDLOADING (kPa)TCLL 0.25TCDL 0.2BCLL 0BCDL 0.09PLL -1.1 kN (Aust)

SPACING = 1000CODE = AS4600-2005(LIMIT-STATE)

DEFL mm Locn span/dVert(DL) -7.7 6-8 999Vert(LL) -6.9 6-8 999Vert(TL) -19.7 6-8 534Horz(DL) 1.2 90 N/AHorz(LL) 1.1 90 N/AHorz(TL) 3.1 90 N/A

WEB JOINT CAPACITY (kN)SC-WEB-75-75-1 = T3.67/C3.67

WIND INFORMATIONThis truss was designed to 34m/sLimit State design wind speed (strength).

TOP CHORD: C7575RA/G550 Design Yield-stress = 495 mPaBOT CHORD: C7575RA/G550 Design Yield-stress = 495 mPaSingle webs: C7575RA/G550 50-2,2-3,3-4,4-5,5-6,6-7,7-8,8-9,9-10,10-60 Design Yield-stress = 495 mPa

Jnt Horiz Case Gravity Case Uplift Case1 0.05 120 2.43 100 -0.07 11190 0 100 2.43 100 -0.07 109

CRITICAL MEMBER-FORCESTop Chords

Nodes AF BM Pass Case(kN) (kNm) %

30-1 0.6 -0.73 86 133 1-50 -0.7 -0.73 86 133 50-3 -5.3 0.45 78 142 3-5 -9.2 0.39 94 143 5-7 -10.4 0.46 40 144 7-9 -9.2 0.39 94 145 9-60 -5.3 0.45 78 146 90-60 -0.7 -0.73 86 134 40-90 0.6 -0.73 86 134

Bottom ChordsNodes AF BM Pass Case

(kN) (kNm) % 1-2 2.5 0 51 135 2-4 7.7 0.14 46 136 4-6 10.2 0.13 51 137 6-8 10.2 0.15 51 138 8-10 7.7 0.14 46 139 10-90 2.5 0.2 51 140

Web forcesNodes AF BM Pass Case

(kN) (kNm) % 50-2 -0.2 0 36 112 2-3 -2.9 0 36 143 3-4 -0.1 0 36 112 4-5 -1.9 0 36 144 5-6 -0.9 0 36 143 6-7 -0.9 0 36 145 7-8 -1.9 0 36 144 8-9 -0.1 0 36 110 9-10 -2.9 0 36 145 10-60 -0.2 0 36 110

Web ConnPass Case

%92 136 80 143 63 137 51 144 36 138 36 137 51 144 63 138 80 145 92 139

NOTES1. Dimensions and Loadings specified by fabricator in this document to be verified by building designer. Design is not to be used if loading criteria does not meet local building codes2. Maximum uplift at supports to be resisted by connection of truss to supporting wall.

Job Truss QTY Customer Date

STEEL MEMBER SELECTION

SC

-KN

EE

-C-75-75-6

SC

-KN

EE

-C-75-75-6

SC

-HE

EL-A

-75-75-4S

C-H

EE

L-A-75-75-4

003

001

002004

030-1

040-1

050-1

060-1070-1

080-1

090-1

100-1

010-1

020-1110-1

120-1

1155

10500

6829

C7575R

A10570

0.752

001C

7575RA

31150.75

2002

C7575R

A6829

0.752

003C

7575RA

31150.75

2004

C7575ra

6600.75

2010

C7575ra

12200.75

2110

C7575ra

12200.75

2020

C7575ra

6600.75

2120

C7575R

A1400

0.752

030

C7575R

A1380

0.752

040C

7575RA

13600.75

2050

C7575R

A1360

0.752

060C

7575RA

13800.75

2070

C7575R

A1360

0.752

080C

7575RA

13800.75

2090

C7575R

A1400

0.752

100TR

US

STITE

-52

SC

RE

W-12-14x20-H

EX

-32

PA

SS

12-03-2013

38.2


ER

-W34N

(m,6,-0.2,-0.09,-0.25,0,0,0,0,0,0,0,-1.1,-1.1,0,0.28,0,0,0,0,0,0.63,0,0,A

,1,1,F,1,F,10,34,,,,,,5,S,5,500,S

EA

LED

) lh pitch=30 rD

esign code: AS


Z limit state)

smart: Y

ES

flush: NO

NY


2

002H

TL_HN

DK

N/A

R=30

Precam

ber = 5.0 mm

user

L=30

6.068-17 TRUSS002-12-03-2013-21:48:23

QU

ALITY

CH

EC

K FR

OM

TOP

OF TO

P C

HO

RD

, TO B

OTTO

M O

F BO

TTOM

CH

OR

D = 1155


OW

N, W


Screw

locationsdiagram

matic only


1:65

119001622

RIG

HT

LEFT

PA

RTS

LIST

DESC

RIPTIO

ND

ESCR

IPTION

No.

No.

LEN.

LEN.

MAT.

MAT.

QTY

QTY

AS

SE

MB

LY D

ETA

ILSAPEX H

EIGH

TBO

TTOM

CH

OR

D PR

EP ANG

LES

FAB

RIC

ATO

R

CU

STO

ME

R R

EF:

CU

STO

ME

R

TRU

SS

DE

TAILS

UN

CR

OPPED

LENG

THU

NC

RO

PPED H

EIGH

TW

EIGH

T

DETAILER

DETAILED

SCALE

JOB N

UM

BERTR

USS

AN

ALY

SIS

Status

Approved BY

QTY

1SC-HEEL-A-75-75-4

2

3

4

5

6

7

814

15

16

17

30 40

50SC-KNEE-C-75-75-6

60SC-KNEE-C-75-75-6

90SC-HEEL-A-75-75-4

12000 15151200 16902715 16904405 16906095 15157785 12009300 10500

7000 1000700 8711700 16892571 16904260 16905950 16897640 8719329 100010200 70011200 11900


smart: YESflush: NO








TOP CHORD: C7575RA/G550 Design Yield-stress = 495 mPaBOT CHORD: C7575RA/G550 Design Yield-stress = 495 mPaSingle webs: C7575ra/G550 50-2,2-3,3-4,4-5,5-6,6-7,7-8,8-60,14-15 Design Yield-stress = 495 mPa 50-14,60-16,16-17




30-1 0.7 -0.77 92 133 1-15 -3.1 -0.77 92 133 15-50 -5.6 0.25 54 143 50-3 -6.1 0.46 83 144 3-5 -7.9 -0.21 86 145 5-7 -7.9 0.38 86 146 7-60 -6.1 0.46 83 147 17-60 -5.6 0.25 54 148 90-17 -3.1 -0.77 92 134 40-90 0.7 -0.77 92 134


(kN) (kNm) % 1-14 4.6 0 37 135 14-2 4.7 0.14 39 136 2-4 7.3 0.19 43 137 4-6 8.1 0.17 45 138 6-8 7.3 0.17 43 139 8-16 4.7 0.16 39 140 16-90 4.6 0.12 37 141


(kN) (kNm) % 15-14 -0.9 0 22 142 14-50 -1 0 46 113 50-2 -1.3 0 49 112 2-3 -3 0 49 100 3-4 -0.6 0 49 112 4-5 -1.1 0 49 146 5-6 -1.1 0 49 145 6-7 -0.6 0 49 110 7-8 -3 0 49 100 8-60 -1.3 0 49 110 60-16 -1 0 46 113 16-17 -0.9 0 22 149

Web ConnPass Case

%24 142 39 120

100 122 82 100 40 138 29 146 29 145 40 138 82 100

100 122 39 118 24 149




SC

-HE

EL-A

-75-75-3

SC

-KN

EE

-C-75-75-5

SC

-HE

EL-A

-75-75-3

SC

-KN

EE

-C-75-75-5

002004

001

003

030-1

040-1

120-1

110-1

050-1

060-1

070-1080-1

090-1

100-1

010-1

020-1130-1

140-1

1732

10500

4830

C7575R

A10570

0.752

001C

7575RA

42690.75

2002

C7575R

A4830

0.752

003C

7575RA

42690.75

2004

C7575ra

6400.75

2010

C7575R

A1780

0.752

110C

7575ra840

0.752

020C

7575RA

11200.75

2120

C7575R

A1120

0.752

030C

7575ra840

0.752

130

C7575R

A1780

0.752

040C

7575ra640

0.752

140C

7575RA

18800.75

2050

C7575R

A1840

0.752

060C

7575RA

18600.75

2070

C7575R

A1840

0.752

080C

7575RA

18600.75

2090

C7575R

A1871

0.752

100TR

US

STITE

-60

SC

RE

W-12-14x20-H

EX

-24

PA

SS

12-03-2013

43.6


ER

-W34N

(m,6,-0.2,-0.09,-0.25,0,0,0,0,0,0,0,-1.1,-1.1,0,0.28,0,0,0,0,0,0.63,0,0,A

,1,1,F,1,F,10,34,,,,,,5,S,5,500,S

EA

LED

) lh pitch=30 rD

esign code: AS


Z limit state)

smart: Y

ES

flush: NO

NY


2

003H

TL_HN

DK

N/A

R=30

Precam

ber = 3.0 mm

user

L=30

6.068-17 TRUSS003-12-03-2013-21:48:28

QU

ALITY

CH

EC

K FR

OM

TOP

OF TO

P C

HO

RD

, TO B

OTTO

M O

F BO

TTOM

CH

OR

D = 1732


OW

N, W


Screw

locationsdiagram

matic only


1:65

119002199

RIG

HT

LEFT

PA

RTS

LIST

DESC

RIPTIO

ND

ESCR

IPTION

No.

No.

LEN.

LEN.

MAT.

MAT.

QTY

QTY

AS

SE

MB

LY D

ETA

ILSAPEX H

EIGH

TBO

TTOM

CH

OR

D PR

EP ANG

LES

FAB

RIC

ATO

R

CU

STO

ME

R R

EF:

CU

STO

ME

R

TRU

SS

DE

TAILS

UN

CR

OPPED

LENG

THU

NC

RO

PPED H

EIGH

TW

EIGH

T

DETAILER

DETAILED

SCALE

JOB N

UM

BERTR

USS

AN

ALY

SIS

Status

Approved BY

QTY

1SC-HEEL-A-75-75-3

2

3

4

56

7

8

9

10

16

17 18

19

30 40

50SC-KNEE-C-75-75-5

60SC-KNEE-C-75-75-5

90SC-HEEL-A-75-75-3

11000 10531100 15102153 15873663 15875250 15106837 10538347 11009400 10500

7000 550700 8851250 14352135 15873570 15865157 15876743 14358330 8859765 55010650 70011200 11900


smart: YESflush: NO





DEFL mm Locn span/dVert(DL) -2.7 8-10 999Vert(LL) -2.3 8-10 999Vert(TL) -6.6 8-10 999Horz(DL) 1 90 N/AHorz(LL) 0.9 90 N/AHorz(TL) 2.5 90 N/A



TOP CHORD: C7575RA/G550 Design Yield-stress = 495 mPaBOT CHORD: C7575RA/G550 Design Yield-stress = 495 mPaSingle webs: C7575ra/G550 3-2,50-3,5-4,60-5,50-6,6-7,7-8,8-9,9-10 Design Yield-stress = 495 mPa 10-60,17-16,2-17,4-18,18-19




30-1 0.7 -0.76 91 133 1-16 -1.7 -0.76 91 133 16-2 -5.4 -0.25 51 145 2-50 -4.7 0.36 64 145 50-7 -4.5 0.42 69 146 7-9 -5 0.35 64 147 9-60 -4.5 0.42 69 148 4-60 -4.7 0.36 64 149 19-4 -5.4 -0.25 51 149 90-19 -1.7 -0.76 91 134 40-90 0.7 -0.76 91 134


(kN) (kNm) % 1-17 4.2 0 34 135 17-3 4.8 0.06 29 136 3-6 3.9 0.17 37 137 6-8 4.9 0.17 39 138 8-10 4.9 0.16 39 139 10-5 3.9 0.15 37 140 5-18 4.8 0.09 29 141 18-90 4.2 0.11 34 142


(kN) (kNm) % 16-17 -0.6 0 23 144 17-2 -0.8 0 32 133 2-3 -1.2 0 39 144 3-50 -0.8 0 65 113 50-6 -0.8 0 66 112 6-7 -1.5 0 66 100 7-8 -0.5 0 66 146 8-9 -0.5 0 66 148 9-10 -1.5 0 66 100 10-60 -0.8 0 66 110 5-60 -0.8 0 65 113 4-5 -1.2 0 39 150 4-18 -0.8 0 32 134 18-19 -0.6 0 23 150

Web ConnPass Case

%47 133 25 135 33 144 45 136 51 122 40 100 21 139 21 138 40 100 51 122 45 141 33 150 25 142 47 134




SC

-HE

EL-A

-75-75-3

SC

-KN

EE

-C-75-75-5

SC

-HE

EL-A

-75-75-3

SC

-KN

EE

-C-75-75-5

002004

001

003

030-1

040-1

100-1

090-1

050-1

060-1070-1

080-1

010-1

020-1110-1

120-1

2309

10500

2831

C7575R

A10570

0.752

001C

7575RA

54230.75

2002

C7575R

A2831

0.752

003C

7575RA

54230.75

2004

C7575ra

8000.75

2010

C7575ra

12200.75

2110

C7575ra

12200.75

2020

C7575ra

8000.75

2120

C7575R

A1500

0.752

030

C7575R

A2400

0.752

040C

7575RA

23800.75

2050

C7575R

A2360

0.752

060C

7575RA

23600.75

2070

C7575R

A2384

0.752

080C

7575RA

24000.75

2090

C7575R

A1500

0.752

100TR

US

STITE

-52

SC

RE

W-12-14x20-H

EX

-24

PA

SS

12-03-2013

45.3


ER

-W34N

(m,6,-0.2,-0.09,-0.25,0,0,0,0,0,0,0,-1.1,-1.1,0,0.28,0,0,0,0,0,0.63,0,0,A

,1,1,F,1,F,10,34,,,,,,5,S,5,500,S

EA

LED

) lh pitch=30 rD

esign code: AS


Z limit state)

smart: Y

ES

flush: NO

NY


2

004H

TL_HN

DK

N/A

R=30

Precam

ber = 2.0 mm

user

L=30

6.068-17 TRUSS004-12-03-2013-21:48:34

QU

ALITY

CH

EC

K FR

OM

TOP

OF TO

P C

HO

RD

, TO B

OTTO

M O

F BO

TTOM

CH

OR

D = 2309


OW

N, W


Screw

locationsdiagram

matic only


1:65

119002776

RIG

HT

LEFT

PA

RTS

LIST

DESC

RIPTIO

ND

ESCR

IPTION

No.

No.

LEN.

LEN.

MAT.

MAT.

QTY

QTY

AS

SE

MB

LY D

ETA

ILSAPEX H

EIGH

TBO

TTOM

CH

OR

D PR

EP ANG

LES

FAB

RIC

ATO

R

CU

STO

ME

R R

EF:

CU

STO

ME

R

TRU

SS

DE

TAILS

UN

CR

OPPED

LENG

THU

NC

RO

PPED H

EIGH

TW

EIGH

T

DETAILER

DETAILED

SCALE

JOB N

UM

BERTR

USS

AN

ALY

SIS

Status

Approved BY

QTY

1SC-HEEL-A-75-75-3

2

3

4

56

7

814

15

16

17

30 40

50SC-KNEE-C-75-75-5

60SC-KNEE-C-75-75-5

90SC-HEEL-A-75-75-3

14500 14521450 16582902 13804560 16585940 14527598 14509050 10500

7000 900700 10351600 19342635 13814569 13815950 19347331 10359265 90010300 70011200 11900


smart: YESflush: NO








TOP CHORD: C7575RA/G550 Design Yield-stress = 495 mPaBOT CHORD: C7575RA/G550 Design Yield-stress = 495 mPaSingle webs: C7575ra/G550 3-2,50-3,5-4,60-5,50-6,6-7,7-8,8-60,14-15 Design Yield-stress = 495 mPa 2-14,4-16,16-17




30-1 0.7 -0.76 91 133 1-15 -2.6 -0.66 91 133 15-2 -5.2 -0.38 65 144 2-50 -4.3 0.5 82 144 50-7 -3.7 0.36 58 145 7-60 -3.7 0.36 58 146 4-60 -4.3 0.5 82 147 17-4 -5.2 -0.38 65 147 90-17 -2.6 -0.66 91 134 40-90 0.7 -0.76 91 134


(kN) (kNm) % 1-14 4.3 0 44 135 14-3 4.6 0.12 38 136 3-6 3.5 0.18 40 137 6-8 3.8 0.14 34 138 8-5 3.5 0.18 40 139 5-16 4.6 0.15 38 140 16-90 4.3 0.16 44 141


(kN) (kNm) % 15-14 -0.7 0 27 142 14-2 -0.5 0 44 133 2-3 -1.5 0 53 120 3-50 -1.1 0 87 113 50-6 -0.8 0 84 112 6-7 -0.9 0 84 146 7-8 -0.9 0 84 145 8-60 -0.8 0 84 110 5-60 -1.1 0 87 113 4-5 -1.5 0 53 118 4-16 -0.5 0 44 134 16-17 -0.7 0 27 149

Web ConnPass Case

%27 133 30 135 41 120 52 136 31 138 24 146 24 145 31 138 52 140 41 118 30 141 27 134




SC

-KN

EE

-C-75-75-5

SC

-KN

EE

-C-75-75-5

SC

-HE

EL-A

-75-75-3S

C-H

EE

L-A-75-75-3

061091

071081

003

002

001

004

030-1

040-1

050-1

060-1

120-1

110-1

100-1

090-1

070-1080-1

010-1

020-1130-1

140-1

2887

10500

829

C7575R

A10570

0.752

001C

7575RA

65790.75

2002

C7575R

A829

0.752

003C

7575RA

65790.75

2004

C7575ra

6400.75

2010

C7575R

A2080

0.752

110C

7575ra1020

0.752

020C

7575RA

12600.75

2120

C7575R

A1260

0.752

030C

7575ra1020

0.752

130C

7575RA

20800.75

2040

C7575ra

6400.75

2140

C7575R

A2100

0.752

050C

7575RA

29000.75

2060

C7575R

A2700

0.752

061C

7575RA

28800.75

2070

C7575R

A2680

0.752

071C

7575RA

28830.75

2080

C7575R

A2683

0.752

081C

7575RA

29000.75

2090

C7575R

A2700

0.752

091C

7575RA

21000.75

2100

TRU

SS

TITE-

60S

CR

EW

-10-16x16-HE

X-

96S

CR

EW

-12-14x20-HE

X-

24

PA

SS

12-03-2013

60.9


ER

-W34N

(m,6,-0.2,-0.09,-0.25,0,0,0,0,0,0,0,-1.1,-1.1,0,0.28,0,0,0,0,0,0.63,0,0,A

,1,1,F,1,F,10,34,,,,,,5,S,5,500,S

EA

LED

) lh pitch=30 rD

esign code: AS


Z limit state)

smart: Y

ES

flush: NO

NY


2

005H

TL_HN

DK

2887R

=30

Precam

ber = 2.0 mm

user

L=30

6.068-17 TRUSS005-12-03-2013-21:48:40

QU

ALITY

CH

EC

K FR

OM

TOP

OF TO

P C

HO

RD

, TO B

OTTO

M O

F BO

TTOM

CH

OR

D = 2887


OW

N, W


Screw

locationsdiagram

matic only


1:65

Fix web boxing 2/10-16x16 H

ex Screw

sper end and centre

119003354

RIG

HT

LEFT

PA

RTS

LIST

DESC

RIPTIO

ND

ESCR

IPTION

No.

No.

LEN.

LEN.

MAT.

MAT.

QTY

QTY

AS

SE

MB

LY D

ETA

ILSAPEX H

EIGH

TBO

TTOM

CH

OR

D PR

EP ANG

LES

FAB

RIC

ATO

R

CU

STO

ME

R R

EF:

CU

STO

ME

R

TRU

SS

DE

TAILS

UN

CR

OPPED

LENG

THU

NC

RO

PPED H

EIGH

TW

EIGH

T

DETAILER

DETAILED

SCALE

JOB N

UM

BERTR

USS

AN

ALY

SIS

Status

Approved BY

QTY

1SC-HEEL-A-75-75-3

2

3

4

5

6

7

8

910

16

17 18

19

30 40

50SC-KNEE-C-75-75-5

60SC-KNEE-C-75-75-5

90SC-HEEL-A-75-75-3

12000 12351200 16242435 11914059 11915250 16246441 12358065 12009300 10500

7000 800700 8241500 16232324 16243947 7585571 16246329 16237953 8249576 80010400 70011200 11900


smart: YESflush: NO








TOP CHORD: C7575RA/G550 Design Yield-stress = 495 mPaBOT CHORD: C7575RA/G550 Design Yield-stress = 495 mPaSingle webs: C7575ra/G550 3-2,4-3,5-4,7-6,8-7,9-8,17-16,2-17,6-18 Design Yield-stress = 495 mPa 18-19Double webs: C7575RA/G550 50-5,60-9,50-10,10-60 Design Yield-stress = 495 mPa




30-1 0.7 -0.76 91 133 1-16 -2.7 -0.66 91 133 16-2 -5.6 -0.24 49 145 2-4 -4.8 0.34 63 145 4-50 -4 0.43 68 146 50-60 -3.3 0.24 40 147 8-60 -4 0.43 68 148 6-8 -4.8 0.34 63 149 19-6 -5.6 -0.24 49 149 90-19 -2.7 -0.66 91 134 40-90 0.7 -0.76 91 134


(kN) (kNm) % 1-17 4.5 0 37 135 17-3 4.9 0.09 33 136 3-5 4.1 0.18 39 137 5-10 3.2 0.11 29 138 10-9 3.2 0.12 29 139 9-7 4.1 0.18 39 140 7-18 4.9 0.12 33 141 18-90 4.5 0.12 37 142


(kN) (kNm) % 16-17 -0.7 0 22 143 17-2 -0.8 0 37 133 2-3 -1.3 0 44 144 3-4 -0.8 0 73 113 4-5 -1.9 0 73 100 5-50 -1.4 0.01 94 113 50-10 -1 0 91 112 10-60 -1 0 91 110 9-60 -1.4 0.01 94 113 8-9 -1.9 0 73 100 7-8 -0.8 0 73 113 6-7 -1.3 0 44 150 6-18 -0.8 0 37 134 18-19 -0.7 0 22 151

Web ConnPass Case

%31 133 28 135 35 144 46 136 51 100 63 120 32 118 32 120 63 118 51 100 46 141 35 150 28 142 31 134




SC

-AP

EX

-C-75-75-3

SC

-HE

EL-A

-75-75-3S

C-H

EE

L-A-75-75-3

061081

002

001

003

030-1

040-1

050-1

110-1

100-1

090-1

010-1

020-1

130-1

120-1

060-1080-1

070-2

10500

C7575R

A10570

0.757

001C

7575RA

68740.75

7002

C7575R

A6874

0.757

003C

7575RA

5400.75

7010

C7575R

A1120

0.757

110C

7575RA

12400.75

7020

C7575R

A1260

0.757

120C

7575RA

11200.75

7030

C7575R

A540

0.757

130C

7575RA

24200.75

7040

C7575R

A2180

0.757

050

C7575R

A2800

0.757

060C

7575RA

26000.75

7061

C7575ra

10200.75

7070

C7575R

A2800

0.757

080C

7575RA

26000.75

7081

C7575R

A2200

0.757

090C

7575RA

24800.75

7100

SC

-AP

EX

-plate-

7S

CR

EW

-10-16x16-HE

X-

168S

CR

EW

-12-14x20-HE

X-

56TR

US

STITE

-203

PA

SS

12-03-2013

51.5


ER

-W34N

(m,6,-0.2,-0.09,-0.25,0,0,0,0,0,0,0,-1.1,-1.1,0,0.28,0,0,0,0,0,0.63,0,0,A

,1,1,F,1,F,10,34,,,,,,5,S,5,500,S

EA

LED

) lh pitch=30 rD

esign code: AS


Z limit state)

smart: Y

ES

flush: NO

NY


7

006H

TL_HN

DK

3118R

=30

Precam

ber = 3.0 mm

user

L=30

6.068-17 TRUSS006-12-03-2013-21:48:46

QU

ALITY

CH

EC

K FR

OM

TOP

OF TO

P C

HO

RD

, TO B

OTTO

M O

F BO

TTOM

CH

OR

D = 3119


OW

N, W


Screw

locationsdiagram

matic only


1:65

Fix web boxing 2/10-16x16 H

ex Screw

sper end and centre

119003502

RIG

HT

LEFT

PA

RTS

LIST

DESC

RIPTIO

ND

ESCR

IPTION

No.

No.

LEN.

LEN.

MAT.

MAT.

QTY

QTY

AS

SE

MB

LY D

ETA

ILSAPEX H

EIGH

TBO

TTOM

CH

OR

D PR

EP ANG

LES

FAB

RIC

ATO

R

CU

STO

ME

R R

EF:

CU

STO

ME

R

TRU

SS

DE

TAILS

UN

CR

OPPED

LENG

THU

NC

RO

PPED H

EIGH

TW

EIGH

T

DETAILER

DETAILED

SCALE

JOB N

UM

BERTR

USS

AN

ALY

SIS

Status

Approved BY

QTY

1SC-HEEL-A-75-75-3

2

3

4

5

6

7

8

9

14 15

16

17

18

19

20SC-APEX-C-75-75-3

30 40

90SC-HEEL-A-75-75-3

10000 11001000 21002100 21004200 21006300 11008400 10009500 10500

7000 800700 9501500 17502450 12504200 5005450 5005950 12506450 17507700 9509450 80010400 70011200 11900


smart: YESflush: NO






WEB JOINT CAPACITY (kN)SC-WEB-75-75-1 = T3.67/C3.67SC-WEB-75-75-2 = T5.8/C5.8


TOP CHORD: C7575RA/G550 Design Yield-stress = 495 mPaBOT CHORD: C7575RA/G550 Design Yield-stress = 495 mPaSingle webs: C7575ra/G550 2-3,3-4,4-5,7-6,8-7,9-8,17-16,16-2,18-19 Design Yield-stress = 495 mPa 6-18,14-15Double webs: C7575RA/G550 5-14,15-9 Design Yield-stress = 495 mPa




30-1 0.7 -0.76 91 133 17-1 -2.7 -0.66 91 133 2-17 -6.1 0.23 54 143 4-2 -5 -0.26 72 144 14-4 -3.6 0.4 60 120 20-14 -0.5 0 53 126 20-15 -0.5 0 53 128 15-8 -3.6 0.4 60 118 8-6 -5 -0.26 72 149 6-19 -6.1 0.23 54 150 19-90 -2.7 -0.66 91 134 40-90 0.7 -0.76 91 134


(kN) (kNm) % 1-16 4.5 0 32 135 16-3 4.9 -0.1 35 137 3-5 3.8 0.29 53 137 5-9 3.2 0.24 51 138 9-7 3.8 0.16 53 139 7-18 4.9 0.29 35 139 18-90 4.5 0.07 32 141


(kN) (kNm) % 17-16 -0.7 0 18 142 16-2 -1.1 0 45 133 2-3 -1.3 0 38 143 3-4 -0.8 0 88 110 4-5 -2.2 0 77 120 5-14 -1.1 0 90 110 14-15 -4.2 0 36 100 15-9 -1.1 0 90 112 8-9 -2.2 0 77 118 7-8 -0.8 0 88 112 6-7 -1.3 0 38 150 18-6 -1.1 0 45 134 19-18 -0.7 0 18 151

Web ConnPass Case

%29 133 29 133 34 143 56 120 61 120 73 120 73 100 73 118 61 118 56 118 34 150 29 134 29 134




Truss connections used in job: HTL_HNDK (Sheet 1 of 2)

38.0

C75 RIBBED SECTION PROFILE

40.0

8.0

75.0

90

14.0

908.0

C75R-PROFILE

TRUSSTITE + 2X12-14X20 HEX SCREWS

SC-APEX-C-75-75-3

SC-HEEL-A-75-75-2

TRUSSTITE + 1X12-14X20 HEX SCREW

SC-HEEL-A-75-75-3

TRUSSTITE + 2X12-14X20 HEX SCREW

SC-HEEL-A-75-75-4

TRUSSTITE + 3X12-14X20 HEX SCREW TRUSSTITE + 4X12-14X20 HEX SCREWS

SC-KNEE-C-75-75-5(35 x 35 x 1.0mm ANGLESTIFFENER 200MM LONG)

TRUSSTITE + 5X12-14X20 HEX SCREWS

SC-KNEE-C-75-75-6(35 x 35 x 1.0mm ANGLESTIFFENER 200MM LONG)

WEB-CHORD

1x TRUSSTITE

6.068 12-03-2013 21:49:16

Truss connections used in job: HTL_HNDK (Sheet 2 of 2)WEB-CHORD_2

1x TRUSSTITE + 1 x 12-14 x 20 HEX SCREW(16MM MIN EDGE DISTANCE)

WEB-CHORD_3

1x TRUSSTITE + 2 x 12-14 x 20 HEX SCREW(16MM MIN EDGE DISTANCE)

Overbent75_Profile*unknown*

6.068 12-03-2013 21:49:16

TRUSS_LOOSE_ANCILLARY_LIST

SHEET 1 OF 1

CONTACT DETAILED

user 12-03-2013

JOB NUMBER

HTL_HNDK


QTY

180

471

280

7

ITEMTYPE

SCREW-12-14x20-HEX

TRUSSTITE

SCREW-10-16x16-HEX

SC-APEX-plate

COMPONENTS

SCREW

SCREW

SCREW

APEXPLATE

PRODUCTCODE

4008

6999

4001

2501

COMMENTS

6.068-17 TRUSS_LOOSE_ANCILLARY_LIST-1of1-21-12-03-2013-21:49:05

Supracadd HTL_HNDK

Documents

Transcript of Supracadd HTL_HNDK