RCC31 One Way Slabs a D
17
Project Spreadsheets to BS 8110 Client Advisory Group Made by Date Page Location 8th Floor slab from A to G rmw 8-May-22 38 ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Checked Revision Job No chg - R68 0 LOCATION orts from grid A to grid G MATERIALS COVERS fcu 35 N/mm² h agg 20 mm Top cover 25 mm fy 460 N/mm² 1.05 steel Btm cover 25 mm fyv 460 N/mm² 1.50 concrete SPANS SUPPORTS SPAN 1 8.000 350 Support No Type SPAN 2 7.200 250 1 k SPAN 3 7.200 250 LOADING PATTERN 5 E SPAN 4 7.200 250 min max SPAN 5 DEAD 1 1.4 SPAN 6 IMPOSED 0 1.6 LOADING UDLs (kN/m²) PLs (kN/m) Position (m) LOADING Dead Imposed Position Dead Imposed Position Span 1 Load Load from left Span 4 Load Load from left UDL 9.70 5.00 ~~~~ UDL 6.00 1.50 ~~~~ PL 1 75.00 1.000 PL 1 PL 2 PL 2 Span 2 Span 5 UDL 6.00 1.50 ~~~~ UDL ~~~~ PL 1 PL 1 PL 2 PL 2 Span 3 Span 6 UDL 8.50 5.00 UDL ~~~~ PL 1 PL 1 PL 2 PL 2 LOADING DIAGRAM A G SUPPORT 1 2 3 4 5 Characteristic Dead 97.97 79.89 47.15 55.54 19.65 0.00 0.00 Max Imposed 19.76 24.16 24.87 25.00 7.37 0.00 0.00 Min Imposed -26.35 -6.12 -2.22 -4.53 -9.44 0.00 0.00 MAX ULTIMATE 168.77 150.51 105.80 117.75 39.30 0.00 0.00 REINFORCED CONCRETE COUNCIL Originated from RCC31.xls on CD © 1999 BCA for RCC gs gc L (m) H (mm) K(nife), C(antilever) or E( REACTIONS (kN/m)
Transcript of RCC31 One Way Slabs a D
Project Spreadsheets to BS 8110
Client Advisory Group Made by Date Page
Location 8th Floor slab from A to G rmw 8-Apr-23 38
ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Checked Revision Job No
chg - R680
LOCATION ports from grid A to grid G
MATERIALS COVERS
fcu 35 N/mm² h agg 20 mm Top cover 25 mm
fy 460 N/mm² 1.05 steel Btm cover 25 mm
fyv 460 N/mm² 1.50 concrete
SPANS SUPPORTS
SPAN 1 8.000 350 Support No Type
SPAN 2 7.200 250 1 kSPAN 3 7.200 250 LOADING PATTERN 5 ESPAN 4 7.200 250 min max
SPAN 5 DEAD 1 1.4SPAN 6 IMPOSED 0 1.6
LOADING UDLs (kN/m²) PLs (kN/m) Position (m) LOADINGDead Imposed Position Dead Imposed Position
Span 1 Load Load from left Span 4 Load Load from left
UDL 9.70 5.00 ~~~~ UDL 6.00 1.50 ~~~~PL 1 75.00 1.000 PL 1
PL 2 PL 2
Span 2 Span 5
UDL 6.00 1.50 ~~~~ UDL ~~~~
PL 1 PL 1
PL 2 PL 2
Span 3 Span 6
UDL 8.50 5.00 UDL ~~~~
PL 1 PL 1
PL 2 PL 2
LOADING DIAGRAM
A G
SUPPORT 1 2 3 4 5
Characteristic Dead 97.97 79.89 47.15 55.54 19.65 0.00 0.00Max Imposed 19.76 24.16 24.87 25.00 7.37 0.00 0.00Min Imposed -26.35 -6.12 -2.22 -4.53 -9.44 0.00 0.00
MAX ULTIMATE 168.77 150.51 105.80 117.75 39.30 0.00 0.00
REINFORCED CONCRETE COUNCIL
Originated from RCC31.xls on CD © 1999 BCA for RCC
gs
gc
L (m) H (mm)
K(nife), C(antilever) or E(ncastre)
REACTIONS (kN/m)
Project Spreadsheets to BS 8110 Client Advisory Group Made by Date Page
Location 8th Floor slab, from A to G rmw 8-Apr-23 39
ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w A Checked Revision Job No
Originated from RCC31.xls on CD © 1999 BCA for RCC chg - R68
A Elastic Moments G A Redistributed Envelope G
SUPPORT No 1 2 3 4 5
Elastic M 0.0 94.2 56.6 77.3 49.2 ~ ~Redistributed M 0.0 75.4 55.5 69.6 48.7 ~ ~
ßb 1.000 0.800 0.980 0.900 0.990 ~ ~Redistribution 20.0% 2.0% 10.0% 1.0%
SPAN No 1 2 3 4
Elastic M 199.2 18.6 70.0 24.7 ~ ~Redistributed M 199.2 16.1 70.2 22.8 ~ ~
ßb 1.000 0.865 1.003 0.924 ~ ~
A Elastic Shears G A Redistributed Shears G
SPAN No 1 2 3
Elastic V 168.8 111.2 44.1 33.9 68.8 74.9Redistributed V 168.8 108.9 44.5 36.1 69.7 74.6
SPAN No 4
Elastic V 45.3 39.9 ~ ~ ~ ~Redistributed V 44.1 39.3 ~ ~ ~ ~
REINFORCED CONCRETE COUNCIL
BENDING MOMENT DIAGRAMS (kNm/m)
SHEAR FORCE DIAGRAMS (kN/m)
0 5 10 15 20 25 30 35
-250
-200
-150
-100
-50
0
50
100
150
0 5 10 15 20 25 30 35
-250
-200
-150
-100
-50
0
50
100
150
0 5 10 15 20 25 30 35
-150
-100
-50
0
50
100
150
200
0 5 10 15 20 25 30 35
-150
-100
-50
0
50
100
150
200
Project Spreadsheets to BS 8110 REINFORCED CONCRETE COUNCIL
Client Advisory Group Made by Date Page
Location 8th Floor slab, from A to G rmw Apr-2023 41
ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Checked Revision Job No
Originated from RCC31.xls on CD © 1999 BCA for RCC chg - R68
SPAN 3 LEFT CENTRE RIGHTAv 0 7200
ACTIONS M 55.5 70.2 69.6ßb 0.98 1.00 0.90V 69.68 74.60
DESIGN d 219.0 219.0 219.0As 609 770 764As' 0 As top 325 As' 0
TOP STEEL T 12 @ 175 T 10 @ 225 T 12 @ 125As prov 646 As' prov 349 As prov 905
BTM STEEL T 12 @ 250 T 12 @ 125 T 10 @ 225As' prov 452 As prov 905 As' prov 349
SHEAR v 0.318 0.341vc 0.547 0.612
Links not required DEFLECTION L/d 32.877 Allowed 35.882 ok (As increased by 5.2%)
& CHECKS % As ok ok ok
d'/x ok ok ok
max S ok ok ok
SPAN 4 LEFT CENTRE RIGHTAv 0 7200
ACTIONS M 69.6 22.8 48.7ßb 0.90 0.92 0.99V 44.15 39.30
DESIGN d 219.0 220.0 219.0As 764 325 535As' 0 As top 325 As' 0
TOP STEEL T 12 @ 125 T 12 @ 300 T 12 @ 200As prov 905 As' prov 377 As prov 565
BTM STEEL T 10 @ 225 T 10 @ 225 T 12 @ 300As' prov 349 As prov 349 As' prov 377
SHEAR v 0.202 0.179vc 0.612 0.523
Links not required DEFLECTION L/d 32.727 Allowed 54.810 ok
& CHECKS % As ok ok ok
d'/x ok ok ok
max S ok ok ok
Project Spreadsheets to BS 8110 Location 8th Floor slab, from A to G
ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68 Page 42
Originated from RCC31.xls on CD © 1999 BCA for RCC Date 8-Apr-23
WEIGHT of REINFORCEMENTSUPPORT WIDTH SUPPORT WIDTH Bay width 10000 mm
SUPPORT WIDTHS 1 300 4 300(mm) 2 300 5 300 DISTRIBUTION STEEL
3 300 f 10 mm
TOP STEEL Type Dia Spacing No Length Unit wt Weight
Support 1 T 12 @ 225 45 2225 0.888 88.9Span 1 T 10 @ 0.617
Support 2 T 16 @ 225 45 3800 1.578 269.9Span 2 T 10 @ 175 58 4375 0.617 156.4
Support 3 T 12 @ 175 58 3600 0.888 185.4Span 3 T 10 @ 225 45 4375 0.617 121.4
Support 4 T 12 @ 125 80 3600 0.888 255.7Span 4 T 12 @ 300 34 4525 0.888 136.6
Support 5 T 12 @ 200 50 2025 0.888 89.9
BOTTOM STEEL Support 1 T 12 @ 125 80 850 0.888 60.4Span 1 T 20 @ 125 80 7650 2.466 1509.3
Support 2 T 16 @ 250 40 1575 1.578 99.4Span 2 T 12 @ 300 34 6850 0.888 206.8
Support 3 T 12 @ 250 40 1275 0.888 45.3Span 3 T 12 @ 125 80 6850 0.888 486.5
Support 4 T 10 @ 225 45 1125 0.617 31.2Span 4 T 10 @ 225 45 6850 0.617 190.0
Support 5 T 12 @ 300 34 875 0.888 26.4
DISTRIBUTION STEELBottom Span 1 T 10 @ 150 52 10400 0.617 333.4
Span 2 T 10 @ 225 31 10400 0.617 198.8Span 3 T 10 @ 225 31 10400 0.617 198.8Span 4 T 10 @ 225 31 10400 0.617 198.8
Top Span 1 T 10 @ 150 25 10400 0.617 160.3Span 2 T 10 @ 225 31 10400 0.617 198.8Span 3 T 10 @ 225 31 10400 0.617 198.8Span 4 T 10 @ 225 31 10400 0.617 198.8
SUMMARY Links not included. All figures approximate - see User Guide.
67.8 5646REINFORCEMENT DENSITY (kg/m³) TOTAL REINFORCEMENT IN BAY, kg
Project Spreadsheets to BS 8110
Location 8th Floor slab, from A to G ANALYSIS IONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68
Originated from RCC31.xls on CD © 1999 BCA for RCC Date 8-Apr-23
ANALYSISMin load 1.0 x dead loadMax load 0.4 x dead load + 1.6 x imposed load (Table 2.1)
Distribution Factors
SUPT 1 SUPT 2 SUPT 3 SUPT 4 SUPT 5 SUPT 6 SUPT 7
R L R L R L R L R L R L
42875000 15625000 15625000 15625000 15625000 1.6E+07 1.6E+07 0 0 0
Stiffness 5359375 2170139 2170139 2170139 2170139 2170139 2170139 #DIV/0! #DIV/0! #DIV/0!
Sum 7529514 4340278 4340278 #DIV/0! #DIV/0!Factor 1 0.7118 0.2882 0.5 0.5 0.5 0.5 0 0 1 0 0
Fixed End MomentsMin load SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6
L R L R L R L R L R L R
Cant 835.4 155.52 220.32 155.52 0 0UDL 51.733 51.7333 25.92 25.92 36.72 36.72 25.92 25.92 0 0 0 0PL 1 57.422 8.20313 0 0 0 0 0 0 ### ### ### ###PL 2 0 0 0 0 0 0 0 0 ### ### ### ###FEM 109.2 59.936 25.92 25.92 36.72 36.72 25.92 25.92 0 0 0 0
Live load
Cant 590.16 124.416 295.488 124.42 0 0UDL 63.36 63.36 20.736 20.736 49.248 49.248 20.736 20.736 0 0 0 0PL 1 22.969 3.28125 0 0 0 0 0 0 ### ### ### ###PL 2 0 0 0 0 0 0 0 0 ### ### ### ###FEM 86.33 66.641 20.736 20.736 49.248 49.248 20.74 20.74 0 0 0 0
Moment DistributionSUPT 1 SUPT 2 SUPT 3 SUPT 4 SUPT 5 SUPT 6 SUPT 7
Min load -109.16 59.9365 -25.92 25.92 -36.72 36.72 -25.92 25.92 0 0 0 0109.16 -24.212 -9.8041 5.4 5.4 -5.4 -5.4 0 0 0 0 0-12.106 54.5776 2.7 -4.9021 -2.7 2.7 0 -2.7 0 0 0 012.106 -40.769 -16.508 3.80104 3.80104 -1.35 -1.35 0 0 0 0 0-20.385 6.05308 1.90052 -8.2542 -0.675 1.90052 0 -0.675 0 0 0 020.385 -5.6612 -2.2924 4.4646 4.4646 -0.9503 -0.9503 0 0 0 0 0-2.8306 10.1923 2.2323 -1.1462 -0.4751 2.2323 0 -0.4751 0 0 0 02.8306 -8.8436 -3.581 0.81066 0.81066 -1.1162 -1.1162 0 0 0 0 0-4.4218 1.41531 0.40533 -1.7905 -0.5581 0.40533 0 -0.5581 0 0 0 04.4218 -1.2959 -0.5247 1.17428 1.17428 -0.2027 -0.2027 0 0 0 0 0-0.6479 2.2109 0.58714 -0.2624 -0.1013 0.58714 0 -0.1013 0 0 0 00.6479 -1.9916 -0.8064 0.18185 0.18185 -0.2936 -0.2936 0 0 0 0 0-0.9958 0.32397 0.09093 -0.4032 -0.1468 0.09093 0 -0.1468 0 0 0 00.9958 -0.2953 -0.1196 0.275 0.275 -0.0455 -0.0455 0 0 0 0 0
Sum 0 51.64 -51.64 25.269 -25.269 35.278 -35.28 21.26 0 0 0 0
Live on -86.329 66.6412 -49.248 49.248 0 0Odd Spans 86.329 -47.434 -19.207 24.624 24.624 -24.624 -24.624 0 0 0 0 0
-23.717 43.1644 12.312 -9.6036 -12.312 12.312 0 -12.312 0 0 0 023.717 -39.487 -15.989 10.9578 10.9578 -6.156 -6.156 0 0 0 0 0-19.744 11.8585 5.4789 -7.9946 -3.078 5.4789 0 -3.078 0 0 0 019.744 -12.34 -4.9969 5.53632 5.53632 -2.7394 -2.7394 0 0 0 0 0-6.1702 9.87178 2.76816 -2.4985 -1.3697 2.76816 0 -1.3697 0 0 0 06.1702 -8.9969 -3.6431 1.9341 1.9341 -1.3841 -1.3841 0 0 0 0 0-4.4984 3.08512 0.96705 -1.8215 -0.692 0.96705 0 -0.692 0 0 0 04.4984 -2.8843 -1.1679 1.25678 1.25678 -0.4835 -0.4835 0 0 0 0 0-1.4421 2.24922 0.62839 -0.584 -0.2418 0.62839 0 -0.2418 0 0 0 01.4421 -2.0482 -0.8294 0.41286 0.41286 -0.3142 -0.3142 0 0 0 0 0-1.0241 0.72107 0.20643 -0.4147 -0.1571 0.20643 0 -0.1571 0 0 0 01.0241 -0.6602 -0.2673 0.28589 0.28589 -0.1032 -0.1032 0 0 0 0 0
Sum 0 23.74 -23.74 22.091 -22.091 35.804 -35.8 -17.85 0 0 0 0
h3
Project Spreadsheets to BS 8110
Location 8th Floor slab, from A to G ANALYSIS IIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68
Originated from RCC31.xls on CD © 1999 BCA for RCC Date 8-Apr-23
Live on -20.736 20.736 -20.736 20.736 0 0Even Spans 0 14.7595 5.97648 -10.368 -10.368 10.368 10.368 0 0 0 0 0
7.3798 0 -5.184 2.98824 5.184 -5.184 0 5.184 0 0 0 0-7.3798 3.68988 1.49412 -4.0861 -4.0861 2.592 2.592 0 0 0 0 01.8449 -3.6899 -2.0431 0.74706 1.296 -2.0431 0 1.296 0 0 0 0-1.8449 4.08061 1.65233 -1.0215 -1.0215 1.02153 1.0215 0 0 0 0 02.0403 -0.9225 -0.5108 0.82617 0.51077 -0.5108 0 0.5108 0 0 0 0-2.0403 1.02015 0.41308 -0.6685 -0.6685 0.25538 0.2554 0 0 0 0 00.5101 -1.0202 -0.3342 0.20654 0.12769 -0.3342 0 0.1277 0 0 0 0-0.5101 0.96403 0.39036 -0.1671 -0.1671 0.16712 0.1671 0 0 0 0 00.482 -0.255 -0.0836 0.19518 0.08356 -0.0836 0 0.0836 0 0 0 0-0.482 0.24101 0.09759 -0.1394 -0.1394 0.04178 0.0418 0 0 0 0 00.1205 -0.241 -0.0697 0.04879 0.02089 -0.0697 0 0.0209 0 0 0 0-0.1205 0.22114 0.08955 -0.0348 -0.0348 0.03484 0.0348 0 0 0 0 0
Sum 0 18.848 -18.848 9.2625 -9.2625 6.2553 -6.255 27.96 0 0 0 0
Elastic Support Moments (3.2.1.2.2)Support 1 2 3 4 5 6 7
All spans 0 94.2284 56.6223 77.3379 31.372 0 0Odd Spans 0 75.3806 47.3598 71.0826 3.41305 0 0
Even Spans 0 70.4883 34.5314 41.5335 49.2226 0 0
Redistribution (3.2.2.1) method 1ßb - 1 0.8 0.98 0.9 0.99 1 1
ßb + 1 1.2 1.02 1.1 1.01 1 1Max M 0 75.3827 55.4899 69.6041 48.7304 0 0
Dead only 0 51.6405 25.2689 35.2781 21.2637 0 0All spans 0 75.3827 55.4899 69.6041 31.6857 0 0
Odd Spans 0 75.3827 48.307 69.6041 3.44718 0 0Even Spans 0 75.3827 35.2221 45.6868 48.7304 0 0
Total Ultimate LoadsSpan 1 2 3
UDL PL1 PL2 UDL PL1 PL2 UDL PL1 PL2
Dead only 77.6 75 0 43.2 0 0 61.2 0 0All spans 172.64 105 0 77.76 0 0 143.28 0 0
Odd Spans 172.64 105 0 43.2 0 0 143.28 0 0Even Spans 77.6 75 0 77.76 0 0 61.2 0 0
Span 4 5 6
Dead only 43.2 0 0 0 0 0 0 0 0All spans 77.76 0 0 0 0 0 0 0 0
Odd Spans 43.2 0 0 0 0 0 0 0 0Even Spans 77.76 0 0 0 0 0 0 0 0
Elastic ShearsSpan 1 2 3
All spans 166.42 111.224 44.1031 33.6569 68.763 74.517Odd Spans 168.77 108.868 25.4918 17.7082 68.345 74.935
Even Spans 95.614 56.986 43.874 33.886 29.627 31.573Span 4 5 6
All spans 45.264 32.4958 0 0 0 0Odd Spans 30.999 12.2015 0 0 0 0
Even Spans 37.812 39.9479 0 0 0 0
0 Spreadsheets to BS 8110
Location 8th Floor slab, from A to G ANALYSIS IIIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68
Originated from RCC31.xls on CD © 1999 BCA for RCC Date 8-Apr-23
Redistributed ShearsSpan 1 2 3
Dead only 97.97 54.6301 25.2627 17.9373 29.21 31.99All spans 168.77 108.868 41.6429 36.1171 69.68 73.6
Odd Spans 168.77 108.868 25.3605 17.8395 68.682 74.598Even Spans 95.002 57.5978 44.4579 33.3021 29.147 32.053
Span 4 5 6
Dead only 23.546 19.6536 0 0 0 0All spans 44.146 33.6135 0 0 0 0
Odd Spans 30.788 12.4115 0 0 0 0Even Spans 38.457 39.3027 0 0 0 0
Imposed ReactionsSupport 1 2 3 4 5 6 7
All spans 19.759 24.163 24.8693 24.9972 3.81161 0 0Odd Spans 19.759 13.9865 12.8222 17.272 -9.4396 0 0
Even Spans -26.347 -6.1214 -2.2233 -4.5253 7.36734 0 0
SPAN MOMENTSSPAN 1 Left < > PL1 < > PL2 < > Right
Elastic V All 166.42 111.22Odd 168.77 108.87Even 95.61 Loadings 56.99
Redist V All 168.77 21.58 105 0 108.87Odd 168.77 21.58 105 0 108.87Even 95.00 9.7 75 0 57.60
Elastic X- All 7.712 1 2.846 0 2.846Odd 7.821 1 2.955 0 2.955Even 9.857 1 2.125 0 2.125
Redist X- All 7.821 1 2.955 0 2.955Odd 7.821 1 2.955 0 2.955 (3.2.2.1b)Even 9.794 1 2.062 0 2.062 Max
Elastic M All 0.00 0.00 155.63 192.40 0.00 192.40 94.23 192.40Odd 0.00 0.00 157.98 199.23 0.00 199.23 75.38 199.23Even 0.00 0.00 90.76 96.90 0.00 96.90 70.49 96.90 ßb
Redist M All 0.00 0.00 157.98 199.23 0.00 199.23 75.38 199.23 1.036Odd 0.00 0.00 157.98 199.23 0.00 199.23 75.38 199.23 1.000Even 0.00 0.00 90.15 95.62 0.00 95.62 75.38 95.62 0.987
SPAN 2 Left < > PL1 < > PL2 < > Right
Elastic V All 44.10 33.66Odd 25.49 17.71Even 43.87 Loadings 33.89
Redist V All 41.64 10.8 0 0 36.12Odd 25.36 6 0 0 17.84Even 44.46 10.8 0 0 33.30
Elastic X- All 4.084 0 4.084 0 4.084Odd 4.249 0 4.249 0 4.249Even 4.062 0 4.062 0 4.062
Redist X- All 3.856 0 3.856 0 3.856Odd 4.227 0 4.227 0 4.227 (3.2.2.1b)Even 4.116 0 4.116 0 4.116 Max
Elastic M All 94.23 0.00 -94.23 -4.18 0.00 -4.18 56.62 0.00Odd 75.38 0.00 -75.38 -21.23 0.00 -21.23 47.36 0.00Even 70.49 0.00 -70.49 18.63 0.00 18.63 34.53 18.63 ßb
Redist M All 75.38 0.00 -75.38 4.90 0.00 4.90 55.49 4.90 0.000Odd 75.38 0.00 -75.38 -21.79 0.00 -21.79 48.31 0.00 0.000Even 75.38 0.00 -75.38 16.12 0.00 16.12 35.22 16.12 0.865
0 Spreadsheets to BS 8110
Location 8th Floor slab, from A to G ANALYSIS IVONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68
Originated from RCC31.xls on CD © 1999 BCA for RCC Date 8-Apr-23
SPAN 3 Left < > PL1 < > PL2 < > Right
Elastic V All 68.76 74.52Odd 68.35 74.93Even 29.63 Loadings 31.57
Redist V All 69.68 19.9 0 0 73.60Odd 68.68 19.9 0 0 74.60Even 29.15 8.5 0 0 32.05
Elastic X- All 3.455 0 3.455 0 3.455Odd 3.434 0 3.434 0 3.434Even 3.486 0 3.486 0 3.486
Redist X- All 3.501 0 3.501 0 3.501Odd 3.451 0 3.451 0 3.451 (3.2.2.1b)Even 3.429 0 3.429 0 3.429 Max
Elastic M All 56.62 0.00 -56.62 62.18 0.00 62.18 77.34 62.18Odd 47.36 0.00 -47.36 70.00 0.00 70.00 71.08 70.00Even 34.53 0.00 -34.53 17.10 0.00 17.10 41.53 17.10 ßb
Redist M All 55.49 0.00 -55.49 66.50 0.00 66.50 69.60 66.50 1.070Odd 48.31 0.00 -48.31 70.22 0.00 70.22 69.60 70.22 1.003Even 35.22 0.00 -35.22 14.75 0.00 14.75 45.69 14.75 0.862
SPAN 4 Left < > PL1 < > PL2 < > Right
Elastic V All 45.26 32.50Odd 31.00 12.20Even 37.81 Loadings 39.95
Redist V All 44.15 10.8 0 0 33.61Odd 30.79 6 0 0 12.41Even 38.46 10.8 0 0 39.30
Elastic X- All 4.191 0 4.191 0 4.191Odd 5.166 0 5.166 0 5.166Even 3.501 0 3.501 0 3.501
Redist X- All 4.088 0 4.088 0 4.088Odd 5.131 0 5.131 0 5.131 (3.2.2.1b)Even 3.561 0 3.561 0 3.561 Max
Elastic M All 77.34 0.00 -77.34 17.52 0.00 17.52 31.37 17.52Odd 71.08 0.00 -71.08 8.99 0.00 8.99 3.41 8.99Even 41.53 0.00 -41.53 24.66 0.00 24.66 49.22 24.66 ßb
Redist M All 69.60 0.00 -69.60 20.62 0.00 20.62 31.69 20.62 1.177Odd 69.60 0.00 -69.60 9.39 0.00 9.39 3.45 9.39 1.044Even 45.69 0.00 -45.69 22.78 0.00 22.78 48.73 22.78 0.924
SPAN 5 Left < > PL1 < > PL2 < > Right
Elastic V All 0.00 0.00Odd 0.00 0.00Even 0.00 Loadings 0.00
Redist V All 0.00 0 0 0 0.00Odd 0.00 0 0 0 0.00Even 0.00 0 0 0 0.00
Elastic X- All #DIV/0! 0 #DIV/0! 0 ###Odd #DIV/0! 0 #DIV/0! 0 ###Even #DIV/0! 0 #DIV/0! 0 ###
Redist X- All #DIV/0! 0 #DIV/0! 0 ###Odd #DIV/0! 0 #DIV/0! 0 ### (3.2.2.1b)Even #DIV/0! 0 #DIV/0! 0 ### Max
Elastic M All 31.37 #DIV/0! -31.37 #DIV/0! 0.00 ### 0.00 ###Odd 3.41 #DIV/0! -3.41 #DIV/0! 0.00 ### 0.00 ###Even 49.22 #DIV/0! -49.22 #DIV/0! 0.00 ### 0.00 ### ßb
Redist M All 31.69 #DIV/0! -31.69 #DIV/0! 0.00 ### 0.00 ### ###Odd 3.45 #DIV/0! -3.45 #DIV/0! 0.00 ### 0.00 ### ###Even 48.73 #DIV/0! -48.73 #DIV/0! 0.00 ### 0.00 ### ###
Location Spreadsheets to BS 8110
Location 8th Floor slab, from A to G ANALYSIS IVONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68
Originated from RCC31.xls on CD © 1999 BCA for RCC Date 8-Apr-23
SPAN 6 Left < > PL1 < > PL2 < > Right
Elastic V All 0.00 0.00Odd 0.00 0.00Even 0.00 Loadings 0.00
Redist V All 0.00 0 0 0 0.00Odd 0.00 0 0 0 0.00Even 0.00 0 0 0 0.00
Elastic X- All #DIV/0! 0 #DIV/0! 0 ###Odd #DIV/0! 0 #DIV/0! 0 ###Even #DIV/0! 0 #DIV/0! 0 ###
Redist X- All #DIV/0! 0 #DIV/0! 0 ###Odd #DIV/0! 0 #DIV/0! 0 ### (3.2.2.1b)Even #DIV/0! 0 #DIV/0! 0 ### Max
Elastic M All 0.00 #DIV/0! 0.00 #DIV/0! 0.00 ### 0.00 ###Odd 0.00 #DIV/0! 0.00 #DIV/0! 0.00 ### 0.00 ###Even 0.00 #DIV/0! 0.00 #DIV/0! 0.00 ### 0.00 ### ßb
Redist M All 0.00 #DIV/0! 0.00 #DIV/0! 0.00 ### 0.00 ### ###Odd 0.00 #DIV/0! 0.00 #DIV/0! 0.00 ### 0.00 ### ###Even 0.00 #DIV/0! 0.00 #DIV/0! 0.00 ### 0.00 ### ###
Project Spreadsheets to BS 8110
Location 8th Floor slab, from A to G CALCS IIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68
Originated from RCC31.xls on CD © 1999 BCA for RCC Date 8-Apr-23
REINFORCEMENT DESIG SPAN 2Top cover 25 to main steel Span = 7.2 BS 8110 ref
Btm cover 25 to main steel h = 250Min As = 0.13% 325 mm²/m b = 1000 3.12.5.3
BENDING LEFT SPAN RIGHTM kNm/m 75.4 16.1 55.5
ßb 0.800 0.865 0.980d mm 217.0 219.0 219.0K' 0.132 0.148 0.157 3.4.4.4
K 0.0457 0.0096 0.0331 3.4.4.4
z mm 205.3 208.0 208.0 3.4.4.4
As basic mm²/m 838 177 609 3.4.4.4
Residual M kNm/m 0.0 0.0 0.0 3.4.4.4
d - d' mm 184 189 188 3.4.4.4
As' basic mm²/m 0 0 0 3.4.4.4
As final mm²/m 838 325 609 3.12.5.3
S tens mm 240 348 186Round to mm 225 300 175
As prov mm²/m 894 377 646Enhanced by (deflection) 0.00% 0.00%
hogging M kNm/m 39.5at 0.25L k = 0.0233 z = 209.00 As = 431 3.4.4.4
As' final mm²/m 325 431 325 3.12.5.3
S comp mm 619 182 348Round to mm 600 175 300As' prov mm²/m 335 449 377
SHEARMod factor for fcu 1.12 Table 3.8
V kN/m 44.5 36.1As prov % 0.412 0.172 0.295
Av 0 7200 3.4.5.8
vc N/mm² 0.613 0.547 Table 3.8
v N/mm² 0.205 0.165 3.4.5.2
v - vc N/mm² 0.000 0.000S reqd mm #N/A #N/A Table 3.7
S max mm 163 164 3.4.5.5
No /m No #N/A #N/Afs N/mm² 359 166 295 Eqn 8
DEFLECTIONBase ratio 26 As'= 0.205 %
k tens 2.000 k comp 1.064Final ratio 55.325 > 32.877 Actual
CHECKS LEFT SPAN RIGHT4% steel mm²/m 8680 8760 8760 3.12.6.1
d'/x 0.000 0.000 0.000 3.4.4.4
v max N/mm² 0.205 Err:520 4.733 ### 0.165 3.4.5.2
Clause (b)? Yes No No 3.12.11.2.7
Max S mm 318 657 657 3.12.11.2.7
Actual S mm 209 288 163
Project Spreadsheets to BS 8110 Location 8th Floor slab, from A to G GRAPH DATA I
ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68
Originated from RCC31.xls on CD © 1999 BCA for RCC Date 8-Apr-23
LOADING DIAGRAMBeam 0 29.6 -22.43
0 0Supports 0 0 8 8 15.2 15.2 22.4 22.4 29.6 29.6 29.6 29.6 29.6 29.6
-22.43 0 -22.43 0 -22.43 0 -22.43 0 -22.43 0 -22.43 0 -22.43 0UDL's 0 0 8 8 8 15.2 15.2 15.2 22.4 22.4 22.4 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6Dead 0 9.7 9.7 0 6 6 0 8.5 8.5 0 6 6 0 0 0 0 0 0 0
Imposed 9.7 14.7 14.7 9.7 7.5 7.5 6 13.5 13.5 8.5 7.5 7.5 6 0 0 0 0 0 0PL's 1 1 0 0 8 8 8 8 15.2 15.2 15.2 15.2 22.4 22.4 22.4 22.4 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6Dead 14.7 89.7 14.7 14.7 7.5 7.5 7.5 7.5 13.5 13.5 13.5 13.5 7.5 7.5 7.5 7.5 0 0 0 0 0 0 0 0
Imposed 89.7 89.7 14.7 14.7 7.5 7.5 7.5 7.5 13.5 13.5 13.5 13.5 7.5 7.5 7.5 7.5 0 0 0 0 0 0 0 0
MOMENT DIAGRAMSSPAN 1
X 0 0.4 0.8 1.2 1.6 2 2.4 2.8 3.2 3.6 4 4.4 4.8 5.2 5.6 6 6.4 6.8 7.2 7.6 8M(e) all 0 -64.84 -126.2 -163.2 -175.6 -184.7 -190.2 -192.4 -191 -186.3 -178 -166.3 -151.2 -132.6 -110.6 -85.06 -56.11 -23.7 12.155 51.465 94.228
M(e) odd 0 -65.78 -128.1 -166 -179.4 -189.4 -195.9 -199 -198.6 -194.7 -187.4 -176.7 -162.5 -144.9 -123.8 -99.19 -71.19 -39.72 -4.808 33.56 75.381M(e) even 0 -37.47 -73.39 -92.75 -95.57 -96.83 -96.54 -94.7 -91.3 -86.35 -79.86 -71.81 -62.2 -51.05 -38.34 -24.08 -8.273 9.089 28.003 48.47 70.488
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 0 -65.78 -128.1 -166 -179.4 -189.4 -195.9 -199 -198.6 -194.7 -187.4 -176.7 -162.5 -144.9 -123.7 -99.19 -71.18 -39.72 -4.806 33.562 75.383
M(r) odd 0 -65.78 -128.1 -166 -179.4 -189.4 -195.9 -199 -198.6 -194.7 -187.4 -176.7 -162.5 -144.9 -123.7 -99.19 -71.18 -39.72 -4.806 33.562 75.383M(r) even 0 -37.22 -72.9 -92.02 -94.59 -95.6 -95.07 -92.98 -89.34 -84.15 -77.41 -69.11 -59.27 -47.87 -34.92 -20.41 -4.358 13.249 32.408 53.12 75.38370% max 0 -26.23 -51.37 -64.93 -66.9 -67.78 -67.58 -66.29 -63.91 -60.45 -55.9 -50.26 -43.54 -35.73 -26.84 -16.86 -5.791 6.3623 19.602 36.026 65.9670% min 0 -46.05 -89.68 -116.2 -125.6 -132.6 -137.1 -139.3 -139 -136.3 -131.2 -123.7 -113.8 -101.4 -86.63 -69.44 -49.83 -27.81 -3.366 23.492 49.342
Lower bound 0 -65.78 -128.1 -166 -179.4 -189.4 -195.9 -199 -198.6 -194.7 -187.4 -176.7 -162.5 -144.9 -123.7 -99.19 -71.18 -39.72 -4.806 0 0Upper bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13.249 32.408 53.12 75.383
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0SPAN 2Local X 0 0.36 0.72 1.08 1.44 1.8 2.16 2.52 2.88 3.24 3.6 3.96 4.32 4.68 5.04 5.4 5.76 6.12 6.48 6.84 7.2
X 8 8.36 8.72 9.08 9.44 9.8 10.16 10.52 10.88 11.24 11.6 11.96 12.32 12.68 13.04 13.4 13.76 14.12 14.48 14.84 15.2M(e) all 94.228 79.051 65.274 52.896 41.917 32.339 24.16 17.381 12.001 8.0215 5.4413 4.2609 4.4801 6.099 9.1176 13.536 19.354 26.571 35.189 45.206 56.622
M(e) odd 75.381 66.592 58.582 51.349 44.893 39.215 34.315 30.193 26.847 24.28 22.49 21.478 21.243 21.786 23.107 25.205 28.081 31.734 36.165 41.374 47.36M(e) even 70.488 55.393 41.698 29.403 18.507 9.011 0.9146 -5.782 -11.08 -14.98 -17.47 -18.57 -18.27 -16.57 -13.47 -8.967 -3.067 4.2331 12.933 23.032 34.531
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 75.383 61.091 48.199 36.707 26.614 17.921 10.628 4.7348 0.2409 -2.853 -4.548 -4.843 -3.738 -1.233 2.6712 7.9751 14.679 22.782 32.285 43.188 55.49
M(r) odd 75.383 66.642 58.678 51.493 45.084 39.454 34.601 30.525 27.228 24.707 22.965 22 21.812 22.403 23.77 25.916 28.839 32.54 37.018 42.274 48.307M(r) even 75.383 60.078 46.172 33.667 22.561 12.855 4.548 -2.359 -7.866 -11.97 -14.68 -15.99 -15.9 -14.41 -11.52 -7.226 -1.536 5.5543 14.044 23.933 35.22270% max 65.96 55.336 45.691 37.027 31.425 27.451 24.021 21.135 18.793 16.996 15.743 15.035 14.87 15.25 16.175 17.643 19.657 22.214 25.316 31.644 39.63670% min 49.342 38.775 29.189 20.582 12.955 6.3077 0.6403 -4.047 -7.755 -10.48 -12.23 -13 -12.79 -11.6 -9.428 -6.277 -2.147 2.9632 9.053 16.123 24.172
Lower bound 0 0 0 0 0 0 0 -4.047 -7.866 -11.97 -14.68 -15.99 -15.9 -14.41 -11.52 -7.226 -2.147 0 0 0 0Upper bound 75.383 66.642 58.678 51.493 45.084 39.454 34.601 30.525 27.228 24.707 22.965 22 21.812 22.403 23.77 25.916 28.839 32.54 37.018 43.188 55.49
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0SPAN 3Local X 0 0.36 0.72 1.08 1.44 1.8 2.16 2.52 2.88 3.24 3.6 3.96 4.32 4.68 5.04 5.4 5.76 6.12 6.48 6.84 7.2
X 15.2 15.56 15.92 16.28 16.64 17 17.36 17.72 18.08 18.44 18.8 19.16 19.52 19.88 20.24 20.6 20.96 21.32 21.68 22.04 22.4M(e) all 56.622 33.157 12.271 -6.036 -21.76 -34.91 -45.48 -53.47 -58.89 -61.72 -61.97 -59.65 -54.74 -47.26 -37.2 -24.55 -9.334 8.4651 28.844 51.801 77.338
M(e) odd 47.36 24.045 3.3093 -14.85 -30.42 -43.42 -53.84 -61.68 -66.95 -69.63 -69.73 -67.26 -62.2 -54.57 -44.35 -31.56 -16.19 1.7586 22.288 45.396 71.083M(e) even 34.531 24.416 15.403 7.4909 0.6806 -5.028 -9.635 -13.14 -15.54 -16.85 -17.05 -16.15 -14.14 -11.04 -6.834 -1.527 4.8819 12.392 21.004 30.718 41.533
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 55.49 31.695 10.479 -8.159 -24.22 -37.7 -48.6 -56.92 -62.66 -65.82 -66.41 -64.41 -59.84 -52.68 -42.95 -30.64 -15.75 1.7215 21.77 44.398 69.604
M(r) odd 48.307 24.871 4.014 -14.26 -29.96 -43.08 -53.62 -61.59 -66.97 -69.77 -70 -67.64 -62.71 -55.2 -45.1 -32.43 -17.18 0.644 21.052 44.038 69.604M(r) even 35.222 25.28 16.44 8.701 2.0638 -3.472 -7.906 -11.24 -13.47 -14.6 -14.63 -13.55 -11.38 -8.099 -3.72 1.7606 8.3427 16.026 24.812 34.698 45.68770% max 39.636 23.21 10.782 5.2437 0.4764 -3.52 -6.745 -9.198 -10.88 -11.79 -11.93 -11.3 -9.901 -7.728 -4.784 -1.069 3.4173 8.6746 20.191 36.261 54.13770% min 24.172 16.832 2.3165 -10.39 -21.3 -30.4 -37.69 -43.18 -46.86 -48.74 -48.81 -47.08 -43.54 -38.2 -31.05 -22.09 -11.33 1.231 14.703 21.503 29.073
Lower bound 0 0 0 -14.26 -29.96 -43.08 -53.62 -61.59 -66.97 -69.77 -70 -67.64 -62.71 -55.2 -45.1 -32.43 -17.18 0 0 0 0Upper bound 55.49 31.695 16.44 8.701 2.0638 0 0 0 0 0 0 0 0 0 0 1.7606 8.3427 16.026 24.812 44.398 69.604
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0SPAN 4Local X 0 0.36 0.72 1.08 1.44 1.8 2.16 2.52 2.88 3.24 3.6 3.96 4.32 4.68 5.04 5.4 5.76 6.12 6.48 6.84 7.2
X 22.4 22.76 23.12 23.48 23.84 24.2 24.56 24.92 25.28 25.64 26 26.36 26.72 27.08 27.44 27.8 28.16 28.52 28.88 29.24 29.6M(e) all 77.338 61.743 47.547 34.751 23.355 13.358 4.7616 -2.436 -8.233 -12.63 -15.63 -17.23 -17.43 -16.23 -13.62 -9.625 -4.225 2.575 10.774 20.373 31.372
M(e) odd 71.083 60.312 50.319 41.103 32.665 25.005 18.123 12.017 6.69 2.1401 -1.632 -4.627 -6.844 -8.283 -8.945 -8.83 -7.936 -6.265 -3.817 -0.591 3.4131M(e) even 41.533 28.621 17.108 6.995 -1.718 -9.032 -14.95 -19.46 -22.58 -24.29 -24.61 -23.52 -21.04 -17.15 -11.87 -5.188 2.895 12.377 23.259 35.541 49.223
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 69.604 54.411 40.618 28.225 17.231 7.6365 -0.558 -7.353 -12.75 -16.74 -19.34 -20.54 -20.33 -18.73 -15.73 -11.32 -5.52 1.6816 10.283 20.285 31.686
M(r) odd 69.604 58.909 48.992 39.852 31.49 23.905 17.098 11.068 5.8166 1.3423 -2.354 -5.273 -7.415 -8.779 -9.365 -9.174 -8.205 -6.458 -3.934 -0.632 3.4472M(r) even 45.687 32.542 20.797 10.451 1.5058 -6.04 -12.19 -16.93 -20.28 -22.23 -22.78 -21.92 -19.67 -16.02 -10.97 -4.519 3.3319 12.582 23.232 35.281 48.7370% max 54.137 43.22 35.223 28.772 22.866 17.504 12.686 8.4122 4.683 1.4981 -1.143 -3.239 -4.791 -5.798 -6.262 -3.631 2.0265 8.6642 16.282 24.879 34.45670% min 29.073 20.035 11.976 4.8965 -1.203 -6.323 -10.46 -13.62 -15.8 -17 -17.22 -16.47 -14.73 -12.01 -9.537 -6.737 -5.555 -4.386 -2.672 -0.413 2.3891
Lower bound 0 0 0 0 -1.203 -6.323 -12.19 -16.93 -20.28 -22.23 -22.78 -21.92 -20.33 -18.73 -15.73 -11.32 -8.205 -6.458 -3.934 -0.632 0Upper bound 69.604 58.909 48.992 39.852 31.49 23.905 17.098 11.068 5.8166 1.4981 0 0 0 0 0 0 3.3319 12.582 23.232 35.281 48.73
Beam 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 8th Floor slab, from A to G GRAPH DATA II
ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68
Originated from RCC31.xls on CD © 1999 BCA for RCC Date 8-Apr-23
SPAN 5Local X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
X 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6M(e) all 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 0
M(e) odd 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 0M(e) even 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 0
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 0
M(r) odd 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 0M(r) even 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 070% max 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 070% min 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 0
Lower bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Upper bound 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 0
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0SPAN 6Local X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
X 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6M(e) all 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
M(e) odd 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
Beam 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
M(r) odd 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 0 070% max 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
Lower bound 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
Beam 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 1 1 1 1 8 0 0 0 0 0 7.2 0 0 0 0 0 7.2 0 0 0 0 0 7.2 0 0 0 0 0 0 0 0 0 0 0 0 0X 0 0 1 1 1 1 8 8 8 8 8 8 15.2 15.2 15.2 15.2 15.2 15.2 22.4 22.4 22.4 22.4 22.4 22.4 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6
V(e) all 0 166.42 144.84 39.836 39.836 39.836 -111.2 44.103 44.103 44.103 44.103 44.103 -33.66 68.763 68.763 68.763 68.763 68.763 -74.52 45.264 45.264 45.264 45.264 45.264 -32.5 0 0 0 0 0 0 0 0 0 0 0 0 0V(e) odd 0 168.77 147.19 42.192 42.192 42.192 -108.9 25.492 25.492 25.492 25.492 25.492 -17.71 68.345 68.345 68.345 68.345 68.345 -74.93 30.999 30.999 30.999 30.999 30.999 -12.2 0 0 0 0 0 0 0 0 0 0 0 0 0V(e) even 0 95.614 85.914 10.914 10.914 10.914 -56.99 43.874 43.874 43.874 43.874 43.874 -33.89 29.627 29.627 29.627 29.627 29.627 -31.57 37.812 37.812 37.812 37.812 37.812 -39.95 0 0 0 0 0 0 0 0 0 0 0 0 0
V(r) all 0 168.77 147.19 42.192 42.192 42.192 -108.9 41.643 41.643 41.643 41.643 41.643 -36.12 69.68 69.68 69.68 69.68 69.68 -73.6 44.146 44.146 44.146 44.146 44.146 -33.61 0 0 0 0 0 0 0 0 0 0 0 0 0V(r) odd 0 168.77 147.19 42.192 42.192 42.192 -108.9 25.361 25.361 25.361 25.361 25.361 -17.84 68.682 68.682 68.682 68.682 68.682 -74.6 30.788 30.788 30.788 30.788 30.788 -12.41 0 0 0 0 0 0 0 0 0 0 0 0 0V(r) even 0 95.002 85.302 10.302 10.302 10.302 -57.6 44.458 44.458 44.458 44.458 44.458 -33.3 29.147 29.147 29.147 29.147 29.147 -32.05 38.457 38.457 38.457 38.457 38.457 -39.3 0 0 0 0 0 0 0 0 0 0 0 0 0
Lower bound 0 95.002 85.302 10.302 10.302 10.302 -108.9 25.361 25.361 25.361 25.361 25.361 -36.12 29.147 29.147 29.147 29.147 29.147 -74.6 30.788 30.788 30.788 30.788 30.788 -39.3 0 0 0 0 0 0 0 0 0 0 0 0 0Upper bound 0 168.77 147.19 42.192 42.192 42.192 -57.6 44.458 44.458 44.458 44.458 44.458 -17.84 69.68 69.68 69.68 69.68 69.68 -32.05 44.146 44.146 44.146 44.146 44.146 -12.41 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 8 8 15.2 15.2 22.4 22.4 29.6 29.6 29.6 29.6 29.6 29.6### 94.228 -199.2 94.228 -199.2 94.228 -199.2 94.228 -199.2 94.228 -199.2 94.228
Disclaimer
Status of spreadsheet
Public release version.
Date Version Action
04-Aug-99RCC31 v1.0 651
All advice or information from the British Cement Association and/or Reinforced Concrete Council is intended for those who will evaluate the significance and limitations of its contents and take responsibility for its use and application. No liability (including that for negligence) for any loss resulting from such advice or information is accepted by the BCA, RCC or their subcontractors, suppliers or advisors. Users should note that all BCA software and publications are subject to revision from time to time and should therefore ensure that they are in possession of the latest version.
This spreadsheet should be used in compliance with the accompanying publication 'Spreadsheets for concrete design to BS 8110 & EC2' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS.
Revision history RCC31 One-way Solid Slabs (A & D)
Size (kB)
First public release. Includes b version comments
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