RCC33 Flat Slabs (a & D)

Project Spreadsheets to BS 8110 The Concrete Centre

Client Advisory Group Made by Date Page

Location ECBP Typical Floor from grids A to D rmw 17-Apr-23 66

FLAT SLAB ANALYSIS & DESIGN to BS 8110:2005 Checked Revision Job No

v4.2 on CD © 2006 TCC chg - R68

MATERIALS fcu 35 N/mm² h agg 20 mm COVERS mm TO LAYER

fyl 500 N/mm² 1.15 steel Top cover 25 1fyv 500 N/mm² 1.50 concrete Btm cover 25 1

steel class B SPANS GEOMETRY

SPAN 1 7.500 Bay type EDGE 8.85 kN/m outside supports 1

SPAN 2 7.500 Slab depth, h 250 mm 2.47 10.00 kN/m along bay edge

SPAN 3 7.500 dge Panel width, b 3750 mm LOADING PATTERNSPAN 4 Edge distance 300 mm to C/L min max

SPAN 5 End distance 125 from supt 1 DEAD 1.0 1.4SPAN 6 End distance 125 from supt 4 IMPOSED 0 1.6

. SUPPORTS End Cond End Cond

Support 1 3.750 400 400 F 3.75 400 400 FSupport 2 3.750 400 400 F 3.75 400 400 FSupport 3 3.750 400 400 F 3.75 400 400 FSupport 4 3.750 250 400 F 3.75 250 400 FSupport 5Support 6Support 7

LOADING UDLs (kN/m²) PLs (kN/m) Position (m)Dead Imposed Position Loaded Dead Imposed Position Loaded

Span 1 Load Load from left Length Span 4 Load Load from left LengthUDL 7.50 3.50 ~~~~~ ~~~~~ UDL ~~~~~ ~~~~~PL 1 ~~~~~ PL 1 ~~~~~PL 2 ~~~~~ PL 2 ~~~~~

Part UDL Part UDLSpan 2 Span 5

UDL 7.50 3.50 ~~~~~ ~~~~~ UDL ~~~~~ ~~~~~PL 1 ~~~~~ PL 1 ~~~~~PL 2 ~~~~~ PL 2 ~~~~~

Part UDL Part UDLSpan 3 Span 6

UDL 7.50 3.50 ~~~~~ UDL ~~~~~ ~~~~~PL 1 ~~~~~ PL 1 ~~~~~PL 2 ~~~~~ PL 2 ~~~~~

Part UDL Part UDL

LOADING DIAGRAM

A D

Originated from RCC33.xls

gsgc

L (m) PERIMETER LOADS characteristic

ABOVE (m) H (mm) B (mm) BELOW (m) H (mm) B (mm)

E15

See LEGEND sheet.



Location ECBP Typical Floor, from grids A to D rmw 17-Apr-23 67


Originated from RCC33.xls v4.2 on CD © 2006 TCC chg - R68

Elastic Moments Redistributed Envelope

SUPPORT No 1 2 3 4

Elastic M 257.9 417.6 467.6 123.2 ~ ~ ~Redistributed M 170.7 334.1 374.1 123.2 ~ ~ ~

ßb 0.662 0.800 0.800 1.000 ~ ~ ~Redistribution 20.0% 20.0%

End support reinf. Ø mm 16 16* *

SPAN No 1 2 3

Elastic M 246.3 207.7 295.7 ~ ~ ~Redistributed M 308.3 202.8 319.2 ~ ~ ~

ßb 1.252 0.976 1.080 ~ ~ ~

Elastic Shears Redistributed Shears

SPAN No 1 2 3

Elastic V 283.0 320.7 295.7 300.2 343.9 257.8Redistributed V 275.2 319.1 291.7 302.3 331.4 263.6

SPAN No

Elastic V ~ ~ ~ ~ ~ ~Redistributed V ~ ~ ~ ~ ~ ~

SUPPORT 1 2 3 4

ALL SPANS LOADED 335.3 610.5 633.8 322.7 0.0 0.0 0.0ODD SPANS LOADED 335.0 466.3 486.0 323.7 0.0 0.0 0.0

EVEN SPANS LOADED 163.5 471.8 492.8 153.2 0.0 0.0 0.0Veff for punching 419.1 816.7 879.3 404.6 0.0 0.0 0.0

Characteristic Dead 180.3 313.2 328.2 168.6 0.0 0.0 0.0Characteristic Imposed 54.2 110.0 115.4 49.3 0.0 0.0 0.0

1 2 3 4

ALL SPANS Above 116.6 -20.8 33.7 -54.5 0.0 0.0 0.0LOADED Below 116.6 -20.8 33.7 -54.5 0.0 0.0 0.0

ODD SPANS Above 126.6 -69.8 83.9 -59.2 0.0 0.0 0.0LOADED Below 126.6 -69.8 83.9 -59.2 0.0 0.0 0.0

EVEN SPANS Above 49.0 38.5 -33.0 -22.9 0.0 0.0 0.0

LOADED Below 49.0 38.5 -33.0 -22.9 0.0 0.0 0.0

BENDING MOMENT DIAGRAMS (kNm)

SHEARS FORCE DIAGRAMS (kN)

REACTIONS (kN)

COLUMN MOMENTS (kNm)

0 5 10 15 20 25

-400

-300

-200

-100

0

100

200

300

400

500

600

0 5 10 15 20 25

-400

-300

-200

-100

0

100

200

300

400

500

0 5 10 15 20 25

-400

-300

-200

-100

0

100

200

300

400

0 5 10 15 20 25

-400

-300

-200

-100

0

100

200

300

400



Location ECBP Typical Floor, from grids A to D rmw Apr-2023 69



SPAN 3 LEFT CENTRE RIGHT

ACTIONS ßb 0.800 1.080 1.000Be 2175 625

Total M kNm 319.2 319.2 80.1Mt max kNm 537.7 154.5

MIDDLE STRIP Width mm 1875 1875 3425M kNm 79.8 143.6 1.8d mm 217.0 215.0 219.0

As mm²/m 475 868 6As deflection mm²/m 475 1275

Provide B16 @ 400 T1 Provide B20 @ 225 B1 Provide B12 @ 325 T1As prov mm²/m 503 1396 348

Top steel Provide B12 @ 325 T1Deflection L/d = 7,500 /215.0 = 34.884 < 26.0 x 1.479 x 1.050 x 0.9 = 36.348 OK

(As increased by 46.9 % for deflection)

COLUMN STRIP Width mm 2175 2175 625M kNm 239.4 175.6 80.1d mm 217.0 215.0 217.0

As mm²/m 1269 918 1502As deflection mm²/m 1269 1410

Provide B16 @ 100:200 T1 Provide B20 @ 200 B1 Provide B16 @ 125 T1As prov mm²/m 1508 1571 1608

Top steel Provide B12 @ 325 T1Deflection L/d = 7,500 /215.0 = 34.884 < 26.0 x 1.484 x 1.050 x 0.9 = 36.476 OK

(As increased by 53.7 % for deflection)

CHECKS % As ok ok ok

Singly reinforced ok ok ok

max S ok ok ok

Project Spreadsheets to BS 8110 The Concrete Centre Client Advisory Group Made by Date Page

Location ECBP Typical Floor, from grids A to D rmw 17-Apr-23 70FLAT SLAB ANALYSIS & DESIGN to BS 8110:2005 Checked Revision Job No


Legend for Input Data



Location ECBP Typical Floor, from grids A to D rmw 17-Apr-23 71


Originated from RCC33.xls v4.2 on CD © 2006 TCC chg - R68No

WEIGHT of REINFORCEMENMid Strip Col Strip Type Dia Length Unit wt Weight

TOP STEEL Support 1 11 B 12 2350 0.888 22.910 B 16 2550 1.578 40.2

Span 1 6 B 12 5050 0.888 26.9 7 B 12 5050 0.888 31.4

Support 2 5 B 16 3750 1.578 29.614 B 16 3750 1.578 82.9

Span 2 6 B 12 5050 0.888 26.97 B 12 5050 0.888 31.4

Support 3 5 B 16 3750 1.578 29.617 B 16 3750 1.578 100.6

Span 3 6 B 12 5050 0.888 26.97 B 12 5050 0.888 31.4

Support 4 11 B 12 2400 0.888 23.46 B 16 2625 1.578 24.9

0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0

0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0

0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0

0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0

0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0

0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0

BTM STEEL Span 1 7 B 20 6875 2.466 118.78 B 20 7750 2.466 152.9

Span 2 5 B 20 6825 2.466 84.26 B 20 7650 2.466 113.2

Span 3 9 B 20 6875 2.466 152.611 B 20 7750 2.466 210.2

0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0

0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0

0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0

SUMMARY Rebar for single direction only. All figures approximate - see User Guide.

1361 59.1TOTAL REINFORCEMENT IN BAY (kg) REINFORCEMENT DENSITY (kg/m3)

Project Spreadsheets to BS 8110 1

Location ECBP Typical Floor, from grids A to D Made by rmw Job No R68FLAT SLAB ANALYSIS & DESIGN to BS 8110:2005 Date 17-Apr-23

Originated from RCC33.xls v4.2 on CD © 2006 TCC The Concrete Centre

ANALYSIS ²³ 2 7.50 3.50

Min load 1.0 x dead load 3 7.50 3.50

Live load 0.4 x dead load + 1.6 x imposed load (Table 2.1) 4 7.50 3.50

5 0.00 0.00

Distribution Factors 6 0.00 0.00

SUPT 1 SUPT 2 SUPT 3 7 0.00 0.00

Up col Lo col R L Up col Lo col R L Up col Lo col R 7.5 3.5I 2133333333 2133333333 5273437500 5273437500 2133333333 2133333333 5273437500 5273437500 2133333333 2133333333 5273437500 min 9.969136

Stiffness 568888889 568888889 703125000 703125000 568888888.9 568888888.9 703125000 703125000 568888888.9 568888888.9 703125000 max 19.55679

Sum 1840902778 3E+09 3E+09

Factor 0.3090271 0.3090271 0.3819458 0.2763826 0.2236174 0.2236174 0.2763825954 0.2763826 0.2236174 0.2236174 0.2763826

SUPT 4 SUPT 5 SUPT 6L Up col Lo col R L Up col Lo col R L Up col Lo col R

I 5273437500 520833333 520833333 0 0 0 0 0 0 0 0 0

Stiffness 703125000 138888889 138888889 0 0 0 0 0 0 0 0 0

Sum 1E+09 0E+00 0E+00

Factor 0.7168142 0.1415929 0.1415929 0 1 0 0 0 1 0 0 0SUPT 7

L Up col Lo col

I 0 0 0 Partial UDL factorsStiffness 0 0 0 1 2 3 4 5 6

Sum 0 a 0 0 0 #DIV/0! #DIV/0! #DIV/0!Factor 0 0 0 b 0 0 0 #DIV/0! #DIV/0! #DIV/0!

Fixed End MomentsLEFT SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6 RIGHT

Min load EDGE L R L R L R L R L R L R EDGE

Cant 280.38194 280.38194 280.38194 0 0 0UDL 0.0778839 46.730324 46.730324 46.730324 46.730324 46.730324 46.730324 0 0 0 0 0 0 0.07788PL 1 1.10625 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.10625PL 2 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!part UDL 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!FEM 1.18 46.73 46.73 46.73 46.73 46.73 46.73 0.00 0.00 0.00 0.00 0.00 0.00 1.18Live load

Cant 269.65278 269.65278 269.65278 0 0 0UDL 0.0749035 44.94213 44.94213 44.94213 44.94213 44.94213 44.94213 0 0 0 0 0 0 0.0749PL 1 0.4425 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.4425PL 2 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!part UDL 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!FEM 0.52 44.94 44.94 44.94 44.94 44.94 44.94 0.00 0.00 0.00 0.00 0.00 0.00 0.52Imposed load

Cant 98.4375 98.4375 98.4375 0 0 0UDL 0.0273438 16.40625 16.40625 16.40625 16.40625 16.40625 16.40625 0 0 0 0 0 0 0.02734PL 1 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!PL 2 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!part UDL 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!FEM 0.03 16.41 16.41 16.41 16.41 16.41 16.41 0.00 0.00 0.00 0.00 0.00 0.00 0.03

Moment Distribution

HiCol Edge SUPT 1 LoCol HiCol SUPT 2 LoCol HiCol SUPT 3 LoCol HiCol SUPT 4 LoCol HiCol SUPT 5 LoCol HiCol SUPT 6 LoCol HiCol SUPT 7 Edge LoColMin load 4.7957422 -189.2578 189.25781 -189.25781 189.25781 -189.25781 189.258 -4.7957 0 0 0 0 0 0

57.003783 70.454505 57.003783 0 0 0 0 0 0 0 0 -26.11852 -132.23 0 -26.119 0 0 0 0 0 0 0 0 0 0 00 35.227252 0 0 -66.112512 0 0 0 0 0 0 0

0 0 0 -7.8774267 -9.7361994 -9.7361994 -7.877426728 14.783908 18.272348 18.272348 14.783908 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-4.8681 0 9.1361738 -4.8680997 0 9.13617 0 0 0 0 0 0

1.5043748 1.85935 1.5043748 -2.0430075 -2.5250794 -2.5250794 -2.043007477 1.0885918 1.345458 1.345458 1.0885918 -1.293618 -6.5489 0 -1.2936 0 0 0 0 0 0 0 0 0 0 0-1.26254 0.929675 0.672729 -1.2625397 -3.2744694 0.67273 0 0 0 0 0 0

0.390159 0.4822217 0.390159 -0.3583254 -0.4428766 -0.4428766 -0.358325429 1.0145542 1.2539503 1.2539503 1.0145542 -0.095254 -0.4822 0 -0.0953 0 0 0 0 0 0 0 0 0 0 0-0.221438 0.2411108 0.6269752 -0.2214383 -0.2411108 0.62698 0 0 0 0 0 0

0.0684304 0.0845774 0.0684304 -0.1941191 -0.2399239 -0.2399239 -0.194119142 0.103434 0.1278405 0.1278405 0.103434 -0.088775 -0.4494 0 -0.0888 0 0 0 0 0 0 0 0 0 0 0-0.119962 0.0422887 0.0639203 -0.1199619 -0.2247123 0.06392 0 0 0 0 0 0

0.0370715 0.045819 0.0370715 -0.0237502 -0.0293543 -0.0293543 -0.023750175 0.0770752 0.095262 0.095262 0.0770752 -0.009051 -0.0458 0 -0.0091 0 0 0 0 0 0 0 0 0 0 0-0.014677 0.0229095 0.047631 -0.0146772 -0.0229095 0.04763 0 0 0 0 0 0

0.0045356 0.0056059 0.0045356 -0.0157741 -0.0194962 -0.0194962 -0.015774075 0.008405 0.0103883 0.0103883 0.008405 -0.006744 -0.0341 0 -0.0067 0 0 0 0 0 0 0 0 0 0 0Sum 59.01 4.80 -122.81 59.01 -10.51 212.73 -191.70 -10.51 17.08 203.88 -238.03 17.08 -27.61 60.02 -4.80 -27.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00Imposed on -66.44531 66.445313 -66.445313 66.4453 0 0 0Odd Spans 20.533404 25.378505 20.533404 -14.858328 -18.364328 -18.364328 -14.85832833 14.858328 18.364328 18.364328 14.858328 -9.408186 -47.629 0 -9.4082 0 0 0 0 0 0 0 0 0 0 0

-9.182164 12.689253 9.182164 -9.182164 -23.81447 9.18216 0 0 0 0 0 02.8375377 3.5070885 2.8375377 -4.8908294 -6.0448788 -6.0448788 -4.890829384 7.3786217 9.1196954 9.1196954 7.3786217 -1.300129 -6.5819 0 -1.3001 0 0 0 0 0 0 0 0 0 0 0

-3.022439 1.7535443 4.5598477 -3.0224394 -3.2909526 4.55985 0 0 0 0 0 00.9340158 1.1544079 0.9340158 -1.4117843 -1.7449117 -1.7449117 -1.411784332 1.4117843 1.7449117 1.7449117 1.4117843 -0.645642 -3.2686 0 -0.6456 0 0 0 0 0 0 0 0 0 0 0

-0.872456 0.577204 0.8724558 -0.8724558 -1.6342817 0.87246 0 0 0 0 0 00.2696125 0.3332308 0.2696125 -0.3241692 -0.4006607 -0.4006607 -0.324169159 0.5605501 0.6928186 0.6928186 0.5605501 -0.123534 -0.6254 0 -0.1235 0 0 0 0 0 0 0 0 0 0 0

-0.20033 0.1666154 0.3464093 -0.2003304 -0.3126943 0.34641 0 0 0 0 0 00.0619075 0.0765153 0.0619075 -0.1147213 -0.1417911 -0.1417911 -0.114721255 0.1147213 0.1417911 0.1417911 0.1147213 -0.049049 -0.2483 0 -0.049 0 0 0 0 0 0 0 0 0 0 0

-0.070896 0.0382577 0.0708956 -0.0708956 -0.1241556 0.0709 0 0 0 0 0 00.0219086 0.0270783 0.0219086 -0.0244086 -0.030168 -0.030168 -0.024408559 0.0436168 0.0539087 0.0539087 0.0436168 -0.010038 -0.0508 0 -0.01 0 0 0 0 0 0 0 0 0 0 0

-0.015084 0.0135391 0.0269544 -0.015084 -0.0254095 0.02695 0 0 0 0 0 00.0046614 0.0057613 0.0046614 -0.009055 -0.0111917 -0.0111917 -0.00905505 0.009055 0.0111917 0.0111917 0.009055 -0.003817 -0.0193 0 -0.0038 0 0 0 0 0 0 0 0 0 0 0

Sum 24.66 0.00 -49.33 24.66 -21.63 54.95 -11.68 -21.63 24.38 16.77 -65.52 24.38 -11.54 23.08 0.00 -11.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00Imposed on 0.1107422 -66.445313 66.445313 -0.1107 0 0 0Even Spans -0.034222 -0.042298 -0.0342223 14.858328 18.364328 18.364328 14.858328329 -14.858328 -18.364328 -18.364328 -14.858328 0.0156803 0.07938 0 0.0157 0 0 0 0 0 0 0 0 0 0 0

9.182164 -0.0211488 -9.182164 9.182164 0.0396908 -9.1822 0 0 0 0 0 0-2.837538 -3.507089 -2.8375377 2.0580209 2.5436355 2.5436355 2.058020903 -2.0621672 -2.5487601 -2.5487601 -2.0621672 1.3001294 6.58191 0 1.3001 0 0 0 0 0 0 0 0 0 0 0

1.2718177 -1.7535443 -1.2743801 1.2718177 3.2909526 -1.2744 0 0 0 0 0 0-0.393026 -0.485765 -0.3930262 0.6770966 0.8368656 0.8368656 0.6770965832 -1.0203149 -1.2610703 -1.2610703 -1.0203149 0.1804432 0.91349 0 0.1804 0 0 0 0 0 0 0 0 0 0 0

0.4184328 -0.2428827 -0.6305351 0.4184328 0.4567468 -0.6305 0 0 0 0 0 0-0.129307 -0.159819 -0.1293071 0.1953114 0.2413975 0.2413975 0.1953114303 -0.1957054 -0.2418844 -0.2418844 -0.1957054 0.0892793 0.45198 0 0.0893 0 0 0 0 0 0 0 0 0 0 0

0.1206987 -0.0799093 -0.1209422 0.1206987 0.2259883 -0.1209 0 0 0 0 0 0-0.037299 -0.0461 -0.0372992 0.0449139 0.0555119 0.0555119 0.0449138965 -0.0775252 -0.0958183 -0.0958183 -0.0775252 0.0171246 0.08669 0 0.0171 0 0 0 0 0 0 0 0 0 0 0

0.0277559 -0.0230502 -0.0479091 0.0277559 0.0433465 -0.0479 0 0 0 0 0 0-0.008577 -0.010601 -0.0085773 0.0158677 0.0196119 0.0196119 0.0158677376 -0.0158998 -0.0196515 -0.0196515 -0.0158998 0.0067836 0.03434 0 0.0068 0 0 0 0 0 0 0 0 0 0 0

0.009806 -0.0053006 -0.0098257 0.009806 0.017171 -0.0098 0 0 0 0 0 0-0.00303 -0.003745 -0.0030303 0.0033825 0.0041807 0.0041807 0.0033825205 -0.0060325 -0.007456 -0.007456 -0.0060325 0.0013913 0.00704 0 0.0014 0 0 0 0 0 0 0 0 0 0 0

Sum -3.44 0.11 6.78 -3.44 17.85 19.94 -55.65 17.85 -18.24 54.94 -18.47 -18.24 1.61 -3.11 -0.11 1.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00Live on -182.0156 182.01562 -182.01562 182.016 0 0 0Odd Spans 56.247765 69.520095 56.247765 -40.701862 -50.305951 -50.305951 -40.70186166 40.701862 50.305951 50.305951 40.701862 -25.77212 -130.47 0 -25.772 0 0 0 0 0 0 0 0 0 0 0

-25.15298 34.760048 25.152975 -25.152975 -65.235689 25.153 0 0 0 0 0 07.7729516 9.6070722 7.7729516 -13.397595 -16.558917 -16.558917 -13.39759471 20.212478 24.981854 24.981854 20.212478 -3.561483 -18.03 0 -3.5615 0 0 0 0 0 0 0 0 0 0 0

-8.279458 4.8035361 12.490927 -8.2794584 -9.0150045 12.4909 0 0 0 0 0 0

2.5585772 3.162304 2.5585772 -3.8673429 -4.7798885 -4.7798885 -3.8673429 3.8673429 4.7798885 4.7798885 3.8673429 -1.768627 -8.9537 0 -1.7686 0 0 0 0 0 0 0 0 0 0 0-2.389944 1.581152 2.3899443 -2.3899443 -4.4768366 2.38994 0 0 0 0 0 0

0.7385576 0.9128291 0.7385576 -0.8880062 -1.0975419 -1.0975419 -0.888006239 1.5355317 1.8978587 1.8978587 1.5355317 -0.338399 -1.7131 0 -0.3384 0 0 0 0 0 0 0 0 0 0 0-0.548771 0.4564145 0.9489294 -0.5487709 -0.8565729 0.94893 0 0 0 0 0 0

0.1695851 0.2096007 0.1695851 -0.3142594 -0.3884126 -0.3884126 -0.314259353 0.3142594 0.3884126 0.3884126 0.3142594 -0.134362 -0.6802 0 -0.1344 0 0 0 0 0 0 0 0 0 0 0-0.194206 0.1048004 0.1942063 -0.1942063 -0.340103 0.19421 0 0 0 0 0 0

0.060015 0.0741763 0.060015 -0.0668631 -0.0826402 -0.0826402 -0.066863094 0.1194809 0.1476738 0.1476738 0.1194809 -0.027498 -0.1392 0 -0.0275 0 0 0 0 0 0 0 0 0 0 0-0.04132 0.0370881 0.0738369 -0.0413201 -0.0696049 0.07384 0 0 0 0 0 0

0.012769 0.015782 0.012769 -0.0248048 -0.0306577 -0.0306577 -0.024804767 0.0248048 0.0306577 0.0306577 0.0248048 -0.010455 -0.0529 0 -0.0105 0 0 0 0 0 0 0 0 0 0 0Sum 67.56 0.00 -135.12 67.56 -59.26 150.51 -31.99 -59.26 66.78 45.93 -179.48 66.78 -31.61 63.23 0.00 -31.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


Location ECBP Typical Floor, from grids A to D Made by rmw Job No R68

FLAT SLAB ANALYSIS & DESIGN to BS 8110:2005 Date 17-Apr-23

Originated from RCC33.xls v4.2 on CD © 2006 TCC The Concrete Centre

Live on 2.0954844 -182.01562 182.01562 -2.0955 0 0 0Even Spans -0.647562 -0.800361 -0.6475615 40.701862 50.305951 50.305951 40.701861659 -40.701862 -50.305951 -50.305951 -40.701862 0.2967058 1.50207 0 0.2967 0 0 0 0 0 0 0 0 0 0 0

25.152975 -0.4001807 -25.152975 25.152975 0.7510364 -25.153 0 0 0 0 0 0-7.772952 -9.607072 -7.7729516 5.7141304 7.0624476 7.0624476 5.7141304465 -5.7925879 -7.159418 -7.159418 -5.7925879 3.5614832 18.03 0 3.5615 0 0 0 0 0 0 0 0 0 0 0

3.5312238 -4.8035361 -3.579709 3.5312238 9.0150045 -3.5797 0 0 0 0 0 0-1.091244 -1.348736 -1.0912439 1.8746395 2.316983 2.316983 1.8746395111 -2.805555 -3.4675591 -3.4675591 -2.805555 0.5068615 2.56599 0 0.5069 0 0 0 0 0 0 0 0 0 0 0

1.1584915 -0.674368 -1.7337796 1.1584915 1.2829931 -1.7338 0 0 0 0 0 0-0.358005 -0.442481 -0.3580053 0.5385037 0.6655701 0.6655701 0.5385037016 -0.5459584 -0.6747838 -0.6747838 -0.5459584 0.2454909 1.2428 0 0.2455 0 0 0 0 0 0 0 0 0 0 0

0.332785 -0.2212405 -0.3373919 0.332785 0.6213989 -0.3374 0 0 0 0 0 0-0.10284 -0.127106 -0.1028396 0.1249199 0.1543963 0.1543963 0.1249199229 -0.2133721 -0.2637198 -0.2637198 -0.2133721 0.0477723 0.24185 0 0.0478 0 0 0 0 0 0 0 0 0 0 0

0.0771981 -0.0635529 -0.1318599 0.0771981 0.1209237 -0.1319 0 0 0 0 0 0-0.023856 -0.029485 -0.0238563 0.0436977 0.0540087 0.0540087 0.0436977092 -0.0443035 -0.0547574 -0.0547574 -0.0443035 0.0186704 0.09452 0 0.0187 0 0 0 0 0 0 0 0 0 0 0

0.0270044 -0.0147427 -0.0273787 0.0270044 0.0472595 -0.0274 0 0 0 0 0 0-0.008345 -0.010314 -0.0083451 0.0094191 0.0116416 0.0116416 0.0094190908 -0.0166067 -0.0205252 -0.0205252 -0.0166067 0.0038766 0.01963 0 0.0039 0 0 0 0 0 0 0 0 0 0 0

Sum -10.00 2.10 17.91 -10.00 49.01 54.39 -152.41 49.01 -50.12 150.35 -50.11 -50.12 4.68 -7.27 -2.10 4.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Elastic Support Moments (3.2.1.2.2)

Support1 2 3 4 5 6 7

Left Right Left Right Left Right Left Right Left Right Left Right Left Right

All spans 6.89 240.02 417.64 376.10 400.15 467.61 115.98 6.89 0.00 0.00 0.00 0.00 0.00 0.00Odd Spans 4.80 257.93 363.24 223.70 249.80 417.51 123.25 4.80 0.00 0.00 0.00 0.00 0.00 0.00

Even Spans 6.89 104.90 267.12 344.11 354.22 288.14 52.75 6.89 0.00 0.00 0.00 0.00 0.00 0.00Imposed all 0.11 42.55 74.89 67.32 71.70 83.98 19.97 0.11 0.00 0.00 0.00 0.00 0.00 0.00

Imposed odd 0.00 49.33 54.95 11.68 16.77 65.52 23.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00Imposed even 0.11 -6.78 19.94 55.65 54.94 18.47 -3.11 0.11 0.00 0.00 0.00 0.00 0.00 0.00

Reverse 0.00 0.00 0.00 0.00 0.00 0.00 0.00Redistribution (3.2.2.1) method 1 0.00000525

ßb - 1 0.8 0.8 1 1 1 1ßb + 1 1.2 1.2 1 1 1 1

Mt max 163.78 1000000.00 1000000.00 154.51 1000000.00 1000000.00 1000000.00Max M 257.93 334.11 374.09 123.25 0.00 0.00 0.00

Dead only 4.80 122.81 212.73 191.70 203.88 238.03 60.02 4.80 0.00 0.00 0.00 0.00 0.00 0.00All spans 6.89 170.67 334.11 334.11 374.09 374.09 115.98 6.89 0.00 0.00 0.00 0.00 0.00 0.00

Odd Spans 4.80 168.58 334.11 268.44 299.76 374.09 123.25 4.80 0.00 0.00 0.00 0.00 0.00 0.00Even Spans 6.89 104.90 320.55 334.11 374.09 345.76 52.75 6.89 0.00 0.00 0.00 0.00 0.00 0.00

Reverse 0.00 0.00 0.00 0.00 0.00 0.00 0.00Total Ultimate Loads

Span 1 2 3 LEFT

UDL PL1 PL2 ptUD UDL PL1 PL2 ptUD UDL PL1 PL2 ptUD UDL PL1

Dead only 302.8125 0 0 0 302.8125 0 0 0 302.8125 0 0 0 5.046875 35.8425

All spans 594.0375 0 0 0 594.0375 0 0 0 594.0375 0 0 0 9.900625 50.1795

Odd Spans 594.0375 0 0 0 302.8125 0 0 0 594.0375 0 0 0 9.900625 50.1795

Even Spans 302.8125 0 0 0 594.0375 0 0 0 302.8125 0 0 0 5.046875 35.8425

Imposed all 106.3125 0 0 0 106.3125 0 0 0 106.3125 0 0 0 1.771875

Imposed odd 106.3125 0 0 0 0 0 0 0 106.3125 0 0 0 1.771875

Imposed even 0 0 0 0 106.3125 0 0 0 0 0 0 0 0

Span 4 5 6 RIGHT

Dead only 0 0 0 0 0 0 0 0 0 0 0 0 5.046875 35.8425

All spans 0 0 0 0 0 0 0 0 0 0 0 0 9.900625 50.1795

Odd Spans 0 0 0 0 0 0 0 0 0 0 0 0 9.900625 50.1795

Even Spans 0 0 0 0 0 0 0 0 0 0 0 0 5.046875 35.8425

Imposed all 0 0 0 0 0 0 0 0 0 0 0 0 1.771875

Imposed odd 0 0 0 0 0 0 0 0 0 0 0 0 1.771875

Imposed even 0 0 0 0 0 0 0 0 0 0 0 0 0

Elastic ShearsSpan 1 2 3 LEFT

All spans 273.3 320.7 293.8 300.2 343.9 250.1 60.1

Odd Spans 283.0 311.1 147.9 154.9 336.3 257.8 60.1

Even Spans 129.8 173.0 295.7 298.4 182.8 120.0 40.9

Imposed all 48.8 57.5 52.6 53.7 61.7 44.6 1.8

Imposed odd 52.4 53.9 -0.7 0.7 58.8 47.5 1.8

Imposed even -3.6 3.6 53.3 53.1 2.9 -2.9 0.0

Span 4 5 6 RIGHT

All spans 60.1 0.0 0.0 0.0 0.0 0.0 0.0

Odd Spans 60.1 0.0 0.0 0.0 0.0 0.0 0.0

Even Spans 40.9 0.0 0.0 0.0 0.0 0.0 0.0

Imposed all 1.8 0.0 0.0 0.0 0.0 0.0 0.0

Imposed odd 1.8 0.0 0.0 0.0 0.0 0.0 0.0

Imposed even 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Redistributed ShearsSpan 1 2 3 LEFT

Dead only 139.4 163.4 149.8 153.0 175.1 127.7 40.9

All spans 275.2 318.8 291.7 302.3 331.4 262.6 60.1

Odd Spans 274.9 319.1 147.2 155.6 330.5 263.6 60.1

Even Spans 122.7 180.2 291.7 302.3 190.5 112.3 40.9

Span 4 5 6 RIGHT

Dead only 40.9 0.0 0.0 0.0 0.0 0.0 0.0

All spans 60.1 0.0 0.0 0.0 0.0 0.0 0.0

Odd Spans 60.1 0.0 0.0 0.0 0.0 0.0 0.0

Even Spans 40.9 0.0 0.0 0.0 0.0 0.0 0.0

Imposed ReactionsSupport 1 2 3 4 5 6 7

All spans 50.6 110.0 115.4 46.4 0.0 0.0 0.0Odd Spans 54.2 53.2 59.5 49.3 0.0 0.0 0.0

Even Spans -3.6 56.8 55.9 -2.9 0.0 0.0 0.0

Moment Distribution (cont)


Location ECBP Typical Floor, from grids A to D Made by rmw Job No R68FLAT SLAB ANALYSIS & DESIGN to BS 8110:2005 Date 17-Apr-23

Originated from RCC33.xls v4.2 on CD © 2006 TCC The Concrete CentreSPAN MOMENTSSPAN 1 Left < > PL1 < > PL2 < > Right Loadings 0 0

Elastic V All 273.3 0.0 273.3 0.0 273.3 100.0 320.7 79.205 0 0 0Odd 283.0 0.0 283.0 0.0 283.0 100.0 311.1 79.205 0 0 0Even 129.8 0.0 129.8 0.0 129.8 100.0 173.0 40.375 0 0 0

Redist V All 275.2 0.0 275.2 0.0 275.2 100.0 318.8 7.5Odd 274.9 0.0 274.9 0.0 274.9 100.0 319.1 n = 79.205 3.7.2.6 checkEven 122.7 0.0 122.7 0.0 122.7 100.0 180.2 L1 - ⅔hc = 7.199

Elastic X- All 0.000 0 0.000 0 3.451 Min ∑M = 513.12 M ave neededOdd 0.000 0 0.000 0 3.573 ∑M = 117.4 308.3 280.9 204.8Even 0.000 0 0.000 0 3.214 Use 117.4 292.3

Redist X- All 0.000 0 0.000 0 3.475Odd 0.000 0 0.000 0 3.471 (3.2.2.1b)Even 0.000 0 0.000 0 3.038 Max

Elastic M All 240.0 -240.0 -240.0 -240.0 -240.0 231.6 417.6 231.62321Odd 257.9 -257.9 -257.9 -257.9 -257.9 247.6 363.2 247.56693Even 104.9 -104.9 -104.9 -104.9 -104.9 103.7 267.1 103.67057 ßb

Redist M All 170.7 -170.7 -170.7 -170.7 -170.7 307.5 334.1 307.51709 1.327661Odd 168.6 -168.6 -168.6 -168.6 -168.6 308.6 334.1 308.6422 1.246702Even 104.9 -104.9 -104.9 -104.9 -104.9 81.4 320.5 81.402858 0.785207

SPAN 2 Left < > PL1 < > PL2 < > Right Loadings 0 0Elastic V All 293.8 0.0 293.8 0.0 293.8 100.0 300.2 79.205 0 0 0

Odd 147.9 0.0 147.9 0.0 147.9 100.0 154.9 40.375 0 0 0Even 295.7 0.0 295.7 0.0 295.7 100.0 298.4 79.205 0 0 0


Elastic X- All 0.000 0 0.000 0 3.710 Min ∑M = 513.12 M ave neededOdd 0.000 0 0.000 0 3.664 ∑M = 270.3 202.8 307.9 310.3 21.2Even 0.000 0 0.000 0 3.733 Use 301.4 319.2




SPAN 3 Left < > PL1 < > PL2 < > Right Loadings 0 0Elastic V All 343.9 0.0 343.9 0.0 343.9 100.0 250.1 79.205 0 0 0

Odd 336.3 0.0 336.3 0.0 336.3 100.0 257.8 79.205 0 0 0Even 182.8 0.0 182.8 0.0 182.8 100.0 120.0 40.375 0 0 0


Elastic X- All 0.000 0 0.000 0 4.342 Min ∑M = 517.62 M ave neededOdd 0.000 0 0.000 0 4.245 ∑M = 303.8 319.2 80.1 198.4 6.5Even 0.000 0 0.000 0 4.527 Use 316.7 80.1





Location ECBP Typical Floor, from grids A to D Made by rmw Job No R68FLAT SLAB ANALYSIS & DESIGN to BS 8110:2005 0 17-Apr-23

Originated from RCC33.xls v4.2 on CD © 2006 TCC The Concrete CentreSPAN 4 Left < > PL1 < > PL2 < > Right Loadings 0 0

Elastic V All 60.1 0.0 60.1 0.0 60.1 100.0 0.0 14 0 0 0Odd 60.1 0.0 60.1 0.0 60.1 100.0 0.0 10 0 0 0Even 40.9 0.0 40.9 0.0 40.9 100.0 0.0 14 0 0 0

Redist V All 60.1 0.0 60.1 0.0 60.1 100.0 0.0 0Odd 60.1 0.0 60.1 0.0 60.1 100.0 0.0 n = #DIV/0! 3.7.2.6 checkEven 40.9 0.0 40.9 0.0 40.9 100.0 0.0 L1 - ⅔hc = -0.119

Elastic X- All 0.000 0 0.000 0 0.000 Min ∑M = #DIV/0! M ave neededOdd 0.000 0 0.000 0 0.000 ∑M = 4.5 ~ 6.9 #DIV/0! #DIV/0!Even 0.000 0 0.000 0 0.000 Use 0.0 0.0


Elastic M All 6.9 -6.9 -6.9 -6.9 -6.9 -6.9 0.0 -6.8912266Odd 4.8 -4.8 -4.8 -4.8 -4.8 -4.8 0.0 -4.7957422Even 6.9 -6.9 -6.9 -6.9 -6.9 -6.9 0.0 -6.8912266 ßb

Redist M All 6.9 -6.9 -6.9 -6.9 -6.9 -6.9 0.0 -4.8238586 0.7Odd 4.8 -4.8 -4.8 -4.8 -4.8 -4.8 0.0 -3.3570195 0.7Even 6.9 -6.9 -6.9 -6.9 -6.9 -6.9 0.0 -4.8238586 0.7

SPAN 5 Left < > PL1 < > PL2 < > Right Loadings 0 0Elastic V All 0.0 100.0 0.0 100.0 0.0 100.0 0.0 14 0 0 0

Odd 0.0 100.0 0.0 100.0 0.0 100.0 0.0 14 0 0 0Even 0.0 100.0 0.0 100.0 0.0 100.0 0.0 10 0 0 0

Redist V All 0.0 100.0 0.0 100.0 0.0 100.0 0.0 0Odd 0.0 100.0 0.0 100.0 0.0 100.0 0.0 n = #DIV/0! 3.7.2.6 checkEven 0.0 100.0 0.0 100.0 0.0 100.0 0.0 L1 - ⅔hc = 0.000



Elastic M All 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0Odd 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0Even 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 ßb

Redist M All 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0Odd 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0Even 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0

SPAN 6 Left < > PL1 < > PL2 < > Right Loadings 0 0Elastic V All 0.0 100.0 0.0 100.0 0.0 100.0 0.0 14 0 0 0

Odd 0.0 100.0 0.0 100.0 0.0 100.0 0.0 10 0 0 0Even 0.0 100.0 0.0 100.0 0.0 100.0 0.0 14 0 0 0

Redist V All 0.0 100.0 0.0 100.0 0.0 100.0 0.0 0Odd 0.0 100.0 0.0 100.0 0.0 100.0 0.0 n = #DIV/0! 3.7.2.6 checkEven 0.0 100.0 0.0 100.0 0.0 100.0 0.0 L1 - ⅔hc = 0.000



Elastic M All 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0Odd 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0Even 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 ßb

Redist M All 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0Odd 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0Even 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0

PUNCHING SHEAR CONDITION EDGESupport 1 2 3 4 5 6 7

Vt1 335.3 610.5 633.8 322.7 0.0 0.0 0.0Vt2 335.0 466.3 486.0 323.7 0.0 0.0 0.0Vt3 163.5 471.8 492.8 153.2 0.0 0.0 0.0Mt1 163.8 41.5 67.5 109.1 0.0 0.0 0.0Mt2 163.8 139.5 167.7 118.4 0.0 0.0 0.0Mt3 98.0 77.0 66.1 45.9 0.0 0.0 0.0

d ave 209.0 209.0 209.0 209.0 213.0 213.0 213.0x/2 514 514 514 514 320 320 320

x 814 814 814 814 620 620 620Veff 1 419.1 816.7 879.3 403.4 #DIV/0! #DIV/0! #DIV/0!Veff 2 418.8 763.0 824.0 404.6 #DIV/0! #DIV/0! #DIV/0! See Note 2 to Clause 3.7.6.2Veff 3 204.4 689.2 701.3 191.5 #DIV/0! #DIV/0! #DIV/0!

Veff max 419.1 816.7 879.3 404.6 0.0 0.0 0.0Veff/Vt 1.250 1.338 1.387 1.250 #DIV/0! #DIV/0! #DIV/0!

REINFORCEMENT DESIGN SPAN 5 Span = 0.000 m BS8110

Top Steel Ref

LEFT SPAN RIGHT 0.25LTotal Design M kNm 0.0 ~ 0.0 0.0

ßb ~ ~ ~ 1.000 3.4.4.3

Be mm 300 300 Fig 3.13

Mt max kNm 75.5 75.5 3.7.4.2

MIDDLE STRIPb mm 3750 3750 3750 3750 Fig 3.12

M kNm 0.0 #VALUE! 0.0 0.0 Table 3.18

Bar dia mm 12 #VALUE! 12 12d mm 219.0 #VALUE! 219.0 219.0K' 0.156 0.156 0.156 0.156 3.4.4.4

K 0.0000 #VALUE! #VALUE! 0.0000 0.0000 3.4.4.4

z mm 208.0 #VALUE! #VALUE! 208.0 208.0 3.4.4.4

As mm²/m 0 #VALUE! #VALUE! 0 0 3.4.4.4

As enhancement deflection control 0.00% #VALUE! #VALUE!

As final mm²/m 325 #VALUE! #VALUE! 325 325 3.12.5.3

S mm 325 #VALUE! #VALUE! 325 325Clause b ? No #VALUE! #VALUE! No No .12.11.2.7

S max mm 657 ok #VALUE! ### 657 ok 657 ok .12.11.2.7

As prov mm²/m 348 #VALUE! 348 348= % % 0.159 #VALUE! #VALUE! 0.159 0.159

fs N/mm² #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 Eqn 8

Deflection Base ratio 26 k tens #VALUE! k comp 1.050 Allowed #VALUE! #VALUE! #VALUE!

COLUMN STRIPb mm 300 300 300 300 Fig 3.12

M kNm 0.0 #VALUE! 0.0 0.0 Table 3.18

Bar dia mm 12 #VALUE! 12 12d mm 219.0 #VALUE! 219.0 219.0K' 0.156 0.156 0.156 0.156 3.4.4.4

K 0.0000 #VALUE! #VALUE! 0.0000 0.0000 3.4.4.4

z mm 208.0 #VALUE! #VALUE! 208.0 208.0 3.4.4.4

As mm²/m 0 #VALUE! #VALUE! 0 0 3.4.4.4

As enhancement deflection control 0.00% #VALUE! #VALUE!

As final mm²/m 325 #VALUE! #VALUE! 325 325 3.12.5.3

S mm 250 #VALUE! #VALUE! 250 325Clause b ? No #VALUE! #VALUE! No No .12.11.2.7

S max mm 657 ok #VALUE! ### 657 ok 657 ok .12.11.2.7

As prov mm²/m 339 #VALUE! 339 348= % % 0.155 #VALUE! #VALUE! 0.155 0.159

fs N/mm² #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 Eqn 8

Deflection Base ratio 26 k tens #VALUE! k comp 1.050 Allowed #VALUE! #VALUE! #VALUE!

Project Spreadsheets to BS 8110

Location ECBP Typical Floor, from grids A to D DATA FOR GRAPHS Made by rmw Job No R68FLAT SLAB ANALYSIS & DESIGN to BS 8110:2005 Date 17-Apr-23

Originated from RCC33.xls v4.2 on CD © 2006 TCC The Concrete CentreLOADING DIAGRAM -12.219 SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6

SUPT 1 UDL partial UDL PL1 PL2 SUPT 2 UDL partial UDL PL1 PL2 SUPT 3 UDL partial UDL PL1 PL2 SUPT 4 UDL partial UDL PL1 PL2 SUPT 5 UDL partial UDL PL1 PL2 SUPT 6 UDL partial UDL PL1 PL2 SUPT 7

X 0 0 0 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 7625 7625 7625 7625 7625 7625 7625 7625 7625 7625 7625 7625 7625 7625 7625 15125 15125 15125 15125 15125 15125 15125 15125 15125 15125 15125 15125 15125 15125 15125 22625 22625 22625 22625 22625 22750 22750 22750 22750 22750 22750 22750 22750 22750 22750 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625 22625BEAM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0UDL 0 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 0 0 0 11.61 11.6097 11.61 11.61 11.61 11.6097 11.61 11.61 11.61 11.61 11.61 11.61 0 0 0 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 0 0 0 12.22 12.219 0 0 0 12.219 12.219 12.219 12.219 12.219 12.219 12.219 0 0 0 0.61 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0 0 0 0.61 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0 0 0 0 0 0 0

part UDL 0 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 0 0 0 11.61 11.6097 11.61 11.61 11.61 11.6097 11.61 11.61 11.61 11.61 11.61 11.61 0 0 0 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 0 0 0 12.219 12.219 12.219 12.219 12.219 12.219 12.219 12.219 12.219 12.219 12.219 12.219 0 0 0 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0 0 0 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0 0 0 0 0 0 0PL 1 11.61 20.46 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 0 0 0 11.61 11.6097 11.61 11.61 11.61 11.6097 11.61 11.61 11.61 11.61 11.61 11.61 0 0 0 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 0 0 0 12.219 12.219 0 0 0 12.219 21.069 12.219 12.219 12.219 12.219 12.219 0 0 0 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0 0 0 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0 0 0 0 0 0 0PL 2 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 0 0 0 11.61 11.6097 11.61 11.61 11.61 11.6097 11.61 11.61 11.61 11.61 11.61 11.61 0 0 0 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 11.61 0 0 0 12.219 12.219 0 0 0 12.219 12.219 12.219 12.219 12.219 12.219 12.219 0 0 0 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0 0 0 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0.6097 0 0 0 0 0 0 0

SUPPORTS 0 0 0 0 -56.25 56.25 0 0 0 0 0 0 0 0 0 0 0 0 0 -56.25 56.25 0 0 0 0 0 0 0 0 0 0 0 0 0 -56.25 56.25 0 0 0 0 0 0 0 0 0 0 0 0 0 -56.25 56.25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

MOMENT DIAGRAMS 0.5 0.7 Supt hcLEFT RIGHT 1 451.352

Local X 0 0.025 0.05 0.075 0.1 0.125 0 0.025 0.05 0.075 0.1 0.125 1 7.50 3.50 2 451.352X 0 0.025 0.05 0.075 0.1 0.125 22.625 22.65 22.675 22.7 22.725 22.75 2 7.50 3.50 3 451.352

M all 0 1.2792 2.608 3.9862 5.414 6.8912 79.205 50.179 6.7819 5.344 3.9469 2.5905 1.2749 0 65.205 50.179 3 7.50 3.50 4 356.825M odd 0 0.9087 1.8426 2.8017 3.7861 4.7957 40.375 35.843 4.7176 3.7361 2.7736 1.8301 0.9056 0 30.375 35.843 4 0.00 0.00 5 0M even 0 1.2792 2.608 3.9862 5.414 6.8912 6.7819 5.344 3.9469 2.5905 1.2749 0 65.205 50.179 5 0.00 0.00 6 0Beam 0 0 0 0 0 0 0 0 0 0 0 0 6 0.00 0.00 7 0

Lower bound 0 0 0 0 0 0 0 0 0 0 0 0Upper bound 0 1.2792 2.608 3.9862 5.414 6.8912 1 6.7819 5.344 3.9469 2.5905 1.2749 0SPAN 1 at hc/2

Local X 0 0.375 0.75 1.125 1.5 1.875 2.25 2.625 3 3.375 3.75 4.125 4.5 4.875 5.25 5.625 6 6.375 6.75 7.125 7.5 0.2257 7.27432X 0.125 0.5 0.875 1.25 1.625 2 2.375 2.75 3.125 3.5 3.875 4.25 4.625 5 5.375 5.75 6.125 6.5 6.875 7.25 7.625

M(e) all 240.02 143.09 57.293 -17.363 -80.88 -133.26 -174.5 -204.6 -223.57 -231.39 -228.08 -213.63 -188 -151.32 -103.45 -44.451 25.69 106.97 199.39 302.94 417.64 180.35 347.279M(e) odd 257.93 157.39 67.976 -10.295 -77.428 -133.42 -178.28 -212 -234.58 -246 -246.32 -235.49 -213.51 -180.4 -136.15 -80.767 -14.242 63.422 152.22 252.16 363.24 196.09 295.061M(e) even 104.9 59.071 18.921 -15.55 -44.345 -67.461 -84.9 -96.66 -102.74 -103.15 -97.877 -86.927 -70.299 -47.994 -20.01 13.651 52.989 98.006 148.7 205.07 267.12 76.639 229.1

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 170.67 73.032 -13.471 -88.836 -153.06 -206.15 -248.1 -278.91 -298.59 -307.12 -304.52 -290.78 -265.9 -229.88 -182.73 -124.43 -55 25.569 117.28 220.12 334.11 110.58 264.178

M(r) odd 168.58 71.041 -15.357 -90.617 -154.74 -207.72 -249.57 -280.27 -299.84 -308.27 -305.57 -291.72 -266.74 -230.62 -183.36 -125 -55.42 25.255 117.07 220.02 334.11 108.55 264.115M(r) even 104.9 61.742 24.264 -7.5368 -33.66 -54.105 -68.872 -77.962 -81.374 -79.108 -71.165 -57.543 -38.244 -13.268 17.387 53.719 95.729 143.42 196.78 255.82 320.55 78.247 280.91670% max 180.55 110.17 47.583 -7.2064 -31.041 -47.223 -59.43 -67.662 -71.921 -72.204 -68.514 -60.849 -49.209 -33.595 -14.007 9.5555 37.093 74.879 139.57 212.06 292.35 98.044 243.09570% min 73.429 41.35 13.245 -12.154 -56.616 -93.396 -124.8 -148.4 -164.2 -172.21 -172.43 -164.84 -149.46 -126.28 -95.308 -56.537 -9.9692 44.395 104.09 143.55 186.99 38.32 160.37

Lower bound 0 0 -15.357 -90.617 -154.74 -207.72 -249.57 -280.27 -299.84 -308.27 -305.57 -291.72 -266.74 -230.62 -183.36 -125 -55.42 0 0 0 0 0 0Upper bound 180.55 110.17 47.583 0 0 0 0 0 0 0 0 0 0 0 17.387 53.719 95.729 143.42 196.78 255.82 334.11 117.36 280.916

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0SPAN 2 0.7

Local X 0 0.375 0.75 1.125 1.5 1.875 2.25 2.625 3 3.375 3.75 4.125 4.5 4.875 5.25 5.625 6 6.375 6.75 7.125 7.5 0.2257 7.27432X 7.625 8 8.375 8.75 9.125 9.5 9.875 10.25 10.625 11 11.375 11.75 12.125 12.5 12.875 13.25 13.625 14 14.375 14.75 15.125

M(e) all 376.1 271.49 178.02 95.687 24.491 -35.567 -84.486 -122.27 -148.91 -164.42 -168.78 -162 -144.1 -115.05 -74.868 -23.544 38.919 112.52 197.26 293.14 400.15 311.81 334.414M(e) odd 223.7 171.06 124.11 82.83 47.23 17.308 -6.9367 -25.504 -38.393 -45.604 -47.137 -42.993 -33.171 -17.672 3.5055 30.361 62.893 101.1 144.99 194.56 249.8 191.34 215.876M(e) even 344.11 238.8 144.63 61.604 -10.289 -71.043 -120.66 -159.14 -186.48 -202.68 -207.74 -201.67 -184.45 -156.1 -116.61 -65.986 -4.2203 68.684 152.73 247.91 354.22 279.4 288.908

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 334.11 230.3 137.62 56.082 -14.317 -73.578 -121.7 -158.69 -184.53 -199.24 -202.81 -195.24 -176.54 -146.69 -105.71 -53.587 9.6719 84.069 169.6 266.28 374.09 270.3 307.875

M(r) odd 268.44 216.06 169.37 128.35 93.014 63.352 39.369 21.063 8.4352 1.4849 0.2124 4.6176 14.7 30.461 51.9 79.016 111.81 150.28 194.43 244.26 299.76 236.24 265.679M(r) even 334.11 230.3 137.62 56.082 -14.317 -73.578 -121.7 -158.69 -184.53 -199.24 -202.81 -195.24 -176.54 -146.69 -105.71 -53.587 9.6719 84.069 169.6 266.28 374.09 270.3 307.87570% max 263.27 190.05 124.61 66.981 33.061 12.115 -4.8557 -17.852 -26.875 -31.923 -33 -30.095 -23.22 -12.37 2.4538 21.252 44.025 78.764 138.08 205.19 280.11 218.27 234.0970% min 156.59 119.74 86.875 43.123 -7.2021 -49.73 -84.462 -111.4 -130.53 -141.88 -145.42 -141.17 -129.12 -109.27 -81.63 -46.19 -2.9542 48.079 101.49 136.19 174.86 133.94 151.113

Lower bound 0 0 0 0 -14.317 -73.578 -121.7 -158.69 -184.53 -199.24 -202.81 -195.24 -176.54 -146.69 -105.71 -53.587 -2.9542 0 0 0 0 0 0Upper bound 334.11 230.3 169.37 128.35 93.014 63.352 39.369 21.063 8.4352 1.4849 0.2124 4.6176 14.7 30.461 51.9 79.016 111.81 150.28 194.43 266.28 374.09 270.3 307.875

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0SPAN 3 0.5

Local X 0 0.375 0.75 1.125 1.5 1.875 2.25 2.625 3 3.375 3.75 4.125 4.5 4.875 5.25 5.625 6 6.375 6.75 7.125 7.5 0.2257 7.32159X 15.125 15.5 15.875 16.25 16.625 17 17.375 17.75 18.125 18.5 18.875 19.25 19.625 20 20.375 20.75 21.125 21.5 21.875 22.25 22.625

M(e) all 467.61 344.22 231.96 130.84 40.864 -37.978 -105.68 -162.25 -207.67 -242 -265.11 -277.13 -278 -267.74 -246.33 -213.79 -170.12 -115.3 -49.345 27.748 115.98 392.02 72.6129M(e) odd 417.51 296.98 187.59 89.342 2.2309 -73.742 -138.58 -192.27 -234.83 -266.25 -286.53 -295.68 -293.68 -280.55 -256.28 -220.87 -174.32 -116.64 -47.816 32.146 123.25 343.64 78.5143M(e) even 288.14 222.43 162.4 108.05 59.372 16.376 -20.943 -52.585 -78.548 -98.834 -113.44 -122.37 -125.62 -123.2 -115.1 -101.32 -81.857 -56.721 -25.907 10.584 52.753 247.91 31.9826

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 374.09 255.37 147.79 51.35 -33.954 -108.12 -171.15 -223 -263.79 -293.4 -311.88 -319.21 -315.41 -300.47 -274.39 -237.18 -188.82 -129.33 -58.697 23.072 115.98 301.31 70.3881

M(r) odd 374.09 255.74 148.52 52.44 -32.501 -106.3 -169 -220.49 -260.88 -290.13 -308.24 -315.22 -311.05 -295.75 -269.31 -231.73 -183 -123.15 -52.158 29.975 123.25 301.53 77.4815M(r) even 345.76 277.17 214.26 157.03 105.47 59.596 19.396 -15.127 -43.972 -67.139 -84.628 -96.44 -102.57 -103 -97.808 -86.909 -70.332 -48.077 -20.145 13.465 52.753 303.81 33.353570% max 327.33 240.95 162.37 91.591 41.561 11.463 -14.66 -36.809 -54.984 -69.184 -79.409 -85.66 -87.937 -86.24 -80.568 -70.921 -57.3 -39.705 -18.135 22.502 86.272 274.41 39.257170% min 201.7 155.7 113.68 62.54 1.5617 -51.62 -97 -134.59 -164.38 -186.38 -200.57 -207 -205.58 -196.39 -179.4 -154.61 -122 -81.648 -34.541 7.4089 36.927 173.54 15.9913

Lower bound 0 0 0 0 -33.954 -108.12 -171.15 -223 -263.79 -293.4 -311.88 -319.21 -315.41 -300.47 -274.39 -237.18 -188.82 -129.33 -58.697 0 0 0 0Upper bound 374.09 277.17 214.26 157.03 105.47 59.596 19.396 0 0 0 0 0 0 0 0 0 0 0 0 29.975 123.25 303.81 80.1096

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Project Spreadsheets to BS 8110

Location ECBP Typical Floor, from grids A to D DATA FOR GRAPHS II Made by rmw Job No R68FLAT SLAB ANALYSIS & DESIGN to BS 8110:2005 Date 17-Apr-23

Originated from RCC33.xls v4.2 on CD © 2006 TCC The Concrete CentreSPAN 4 0.7

Local X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.1784 0X 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625

M(e) all 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 0 -3.605 6.89123M(e) odd 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 0 -5.7641 4.79574M(e) even 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 0 -0.1811 6.89123

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 0 -3.605 6.89123

M(r) odd 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 4.7957 0 -5.7641 4.79574M(r) even 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 0 -0.1811 6.8912370% max 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 4.8239 0 -0.1268 4.8238670% min 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 0 -4.0349 3.35702

Lower bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -5.7641 0Upper bound 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 6.8912 0 4.4793 6.89123

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0SPAN 5 0.7

Local X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0X 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625

M(e) all 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(e) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(e) even 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) even 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 070% max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 070% min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Lower bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Upper bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0SPAN 6 0.7

Local X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0X 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625

M(e) all 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(e) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(e) even 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) even 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 070% max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 070% min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Lower bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Upper bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SHEAR FORCE DIAGRAMSSPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6

Local X 0 0 0 0 0 0 7.5 0 0 0 0 0 7.5 0 0 0 0 0 7.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0X 0 0 0 0 0 0 7.5 7.5 7.5 7.5 7.5 7.5 15 15 15 15 15 15 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5

V(e) all 0 273.34 273.34 273.34 273.34 273.34 -320.7 293.81 293.81 293.81 293.81 293.81 -300.22 343.9 343.9 343.9 343.9 343.9 -250.13 60.08 60.08 60.08 60.0801 60.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0V(e) odd 0 282.98 282.98 282.98 282.98 282.98 -311.06 147.93 147.93 147.93 147.93 147.93 -154.89 336.25 336.25 336.25 336.25 336.25 -257.78 60.08 60.08 60.08 60.0801 60.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0V(e) even 0 129.78 129.78 129.78 129.78 129.78 -173 295.67 295.67 295.67 295.67 295.67 -298.37 182.79 182.79 182.79 182.79 182.79 -120 40.889 40.889 40.889 40.8894 40.889 0 0 0 0 0 0 0 0 0 0 0 0 0 0

V(r) all 0 275.23 275.23 275.23 275.23 275.23 -318.81 291.69 291.69 291.69 291.69 291.69 -302.35 331.43 331.43 331.43 331.43 331.43 -262.6 60.08 60.08 60.08 60.0801 60.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0V(r) odd 0 274.95 274.95 274.95 274.95 274.95 -319.09 147.23 147.23 147.23 147.23 147.23 -155.58 330.46 330.46 330.46 330.46 330.46 -263.57 60.08 60.08 60.08 60.0801 60.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0V(r) even 0 122.65 122.65 122.65 122.65 122.65 -180.16 291.69 291.69 291.69 291.69 291.69 -302.35 190.47 190.47 190.47 190.47 190.47 -112.34 40.889 40.889 40.889 40.8894 40.889 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

GRIDS 0.125 0.125 7.625 7.625 15.125 15.125 22.625 22.625 22.625 22.625 22.625 22.625 22.625 22.625-295.68 490.99 -295.68 490.99 -295.68 490.99 -295.68 490.99 -295.68 490.99 -295.68 490.99 -295.68 490.99-319.21 392.80 -319.21 392.8 -319.21 392.8 -319.21 392.8 -319.21 392.8 -319.21 392.8 -319.21 392.8

Disclaimer

Status of spreadsheet

Public release version.

Date Version Action1-Dec-10 RCC33 v4.2 Improvement to interpretation of clause 3.7.2.6. 1512

13-Aug-10 RCC33 v4.1 1520

31-Mar-10 RCC33 v4.0 Re-badged as TCC/Mineral Products Association. 1252

13-May-09 RCC33 v3.7 Explanation of column head steel added at SPANS!N28. 1245

25-Feb-09 RCC33 v3.6 1247

9-Jul-08 RCC33 v3.5 Correction to warning text at MAIN!L23:L27. 1215

26-Jul-07 RCC33 v3.4 Correction for RH encastre ends. 1212

18-Jun-07 RCC33 v3.3 Correction to clause 3.7.2.6 ckeck (was conservative). 1213

28-Jun-06 RCC33 v3.2 v3 release. Page nos, User Guide and registration details amended. 1170

20-Feb-06 RCC33 v3.1 Moments at support faces limited to a minimum of 65% of centreline moments. 1239

24-Oct-05 RCC33 v3.0 Updated to 2005 versions of BS8110 & BS8666 1238

9-Mar-05 RCC33 v2.6 Correction to moment at end support 7 (Analysis:L326 & N326). 1200

7-Dec-04 RCC33 v2.5 Reverse support shears added. 1197

14-Jun-04 RCC33 v2.4 Clause 3.7.2.6 check added. 1195

2-Sep-03 RCC33 v2.3 Correction to imposed reactions. 1189

13-Jan-03 RCC33 v2.2 Correction to strip widths of edge panels. 1145

8-Jan-03 RCC33 v2.1 Notes and warnings enhanced, for encastre ends. 1162

11-Oct-02 RCC33 v2.0 Version 2 enhancements 1162

5-Sep-01 RCC33 v1.8 Note added adjacent to Analysis: lines 297 to 299 1142

18-Jun-01 RCC33 v1.7 Col strip widths corrected for Edge bays & MAIN:E15 clarified 1073

23-Apr-01 RCC33 v1.6 Warning message corrected in MAIN:L34 etc 1072

23-Apr-01 RCC33 v1.5 1072

19-Feb-01 RCC33 v1.5 Correction & warning for large edge distances on edge bays. 1071

30-Aug-00 RCC33 v1.4 1071

27-Apr-00 RCC33 v1.3 1068

23-Feb-00 RCC33 v1.2 Veff punching factors amended. 1069

2-Feb-00 RCC33 v1.1 Edits to text Main!L4:L6 and page nos 1069

4-Aug-99 RCC33 v1.0 First public release. Includes b version comments 1069

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Revision history RCC33 Flat Slabs (A & D)

Size (kB)

Enlargement of Be at encastre ends. Correction to span moments when redistribution option 2 selected.

Correction to span moments when occuring between two point loads. Warnings added when point loads outside span.

Correction to punching shear enhancement factors in Analysis: line 297 (Campbell Reith, Dubai)

Contents of MAIN!H14 reinstated, correcting actions when perimeter load applied to edge bays (Oscar Faber).

Support column strip widths for unequal spans amended for full compliance with clause 3.7.2.9

RCC33 Flat Slabs (a & D)

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Transcript of RCC33 Flat Slabs (a & D)