7/28/2019 RCCen21 Subframe Analysisyey
1/23
Project Spreadsheets to BS 8110 & EC2REINFORCED CONCRETE
COUNCIL
Client Advisory Group Made by Date Sheet No
Location Spine Beam - SCHEME 4 rmw 03-Jul-2013 146
Checked Revision Job No
chg - R68
SPANS LOCATION from grid C to grid E
L (m) Segment (m) H (mm) bw (mm) hf (mm) Type bf (mm)
SPAN 1 6.000 3.200 600 400 R 400 on LHS of span
2.800 500 666 150 T 1506 on RHS of spanSPAN 2 7.200 5.400 600 400 R 400 on LHS of span
1.800 450 400 R 400 on RHS of span
SPAN 3 6.000 6.000 450 400 R 400
SPAN 4 7.200 7.200 600 400 R 400
SPAN 5
SPAN 6
SUPPORTS
Length (m) H (mm) B (mm) End Cond Length (m) H (mm) B (mm) End Cond
Support 1 K 300Support 2 3.600 450 450 F 4.500 450 450 F
Support 3 3.600 400 400 F 4.500 400 400 F
Support 4 3.600 400 400 F 4.500 400 400 F
Support 5 3.600 400 400 F 4.500 400 400 F
Support 6
Support 7
LOADING DIAGRAM
LOADING PATTERN
min max
DEAD 1.0 1.35
IMPOSED 1.5
LOADING (characteristic)
Dead Imposed Position Loaded Dead Imposed Position Loaded
Span 1 Load Load from left Length Span 4 Load Load from left Length
UDL 97.27 36.00 ~~~~~ ~~~~~ UDL 97.27 36.00 ~~~~~ ~~~~~
PL 1 ~~~~~ PL 1 ~~~~~
PL 2 ~~~~~ PL 2 ~~~~~
Part UDL Part UDL
Span 2 Span 5
UDL 50.00 25.00 ~~~~~ ~~~~~ UDL ~~~~~ ~~~~~
PL 1 72 30 6.750 ~~~~~ PL 1 ~~~~~
PL 2 ~~~~~ PL 2 ~~~~~
Part UDL 47.27 11.00 0.750 4.800 Part UDL
Span 3 Span 6UDL ~~~~~ ~~~~~ UDL ~~~~~ ~~~~~
PL 1 ~~~~~ PL 1 ~~~~~
PL 2 ~~~~~ PL 2 ~~~~~
Part UDL Part UDL
REACTIONS
SUPPORT 1 2 3 4 5
MAX ULTIMATE 413.7 1365.2 645.0 705.3 664.3
MIN ULTIMATE 172.9 741.9 240.3 341.9 339.1
Characteristic Dead 210.1 723.8 303.8 360.5 344.6
Char. Imposed 86.7 258.7 156.6 146.9 132.7
ABOVE BELOW
SUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls' on CD 1999 BCA for RCC
7/28/2019 RCCen21 Subframe Analysisyey
2/23
Project Spreadsheets to BS 8110 & EC2REINFORCED CONCRETE
COUNCIL
Client Advisory Group Made by Date Page
Location Spine Beam - SCHEME 4, from C to E rmw 3-Jul-13 147
SUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992) Checked Revision Job No
Originated from RCCe21.xls' on CD 1999 BCA for RCC chg - R68
BENDING MOMENTS (kNm ultimate)
C Elastic Moments E C Redistributed Envelope E
SUPPORT No 1 2 3 4 5
Elastic M 994.9 534.5 620.5 528.6 ~ ~ kNm
Redistributed M 895.4 534.5 496.4 475.7 ~ ~ kNm
Column face M -18.5 751.0 410.7 366.1 346.6 ~ ~
b 1.000 0.900 1.000 0.800 0.900 ~ ~
Redistribution 10.0% 10.0% 20.0% 10.0%
SPAN No 1 2 3 4
Elastic M 491.01 468.03 11.26 636.29 ~ ~ kNm
Redistributed M 461.68 481.84 11.26 714.81 ~ ~ kNm
b 0.940 1.030 1.000 1.123 ~ ~
SHEARS (kN ultimate)
C Elastic Shears E C Redistributed Shears E
SPAN No 1 2 3
Elastic V 426.6 711.4 673.9 631.6 16.2 29.7 kNRedistributed V 413.7 705.2 660.1 629.8 15.2 35.3 kN
SPAN No 4
Elastic V 680.7 657.1 kN
Redistributed V 670.0 664.3 kN
COLUMN Ms (kNm ultimate) 1 2 3 4 5
ADJACENT SPANS Above 34.5 -225.4 253.7 -290.5
LOADED Below 27.6 -180.3 202.9 -232.4
ODD SPANS Above -78.1 -98.6 136.3 -153.5
LOADED Below -62.5 -78.9 109.0 -122.8
EVEN SPANS Above 132.4 -239.6 265.0 -139.8
LOADED Below 105.9 -191.7 212.0 -234.9
-1000
-800
-600
-400
-200
0
200
400
600
800
10001200
0 5 10 15 20 25 30
-1000
-800
-600
-400
-200
0
200
400
600
800
10001200
0 5 10 15 20 25 30
-800
-600
-400
-200
0
200
400
600
800
0 5 10 15 20 25 30
-800
-600
-400
-200
0
200
400
600
800
0 5 10 15 20 25 30
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Project Spreadsheets to BS 8110 & EC2
Location Advisory Group ANALYSIS ISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls' on CD 1999 BCA for RCC
NALYSISMin load 1 x dead load
Live load 0.35 x dead load + 1.5 x imposed load (Table 3.1)
Distribution Factors
SUPT 1 SUPT 2 SUPT 3
Up col Lo col R L Up col Lo col R L Up col Lo col R
I 0 0 6 .42E+09 1.06E+10 3 .42E+09 3 .42E+09 8.5E+09 3.82E+09 2 .13E+09 2.13E+09 3 .04E
Stiffness 0 0 1 .07E+09 1.76E+09 9 .49E+08 7 .59E+08 1 .18E+09 5 .3E+08 5 .93E+08 4.74E+08 5 .06E
Sum 1.07E+09 ######## ########
Factor 0 0 1 0.37866 0.20413 0.1633 0.2539 0.25213 0.28176 0.22541 0.240
SUPT 4 SUPT 5 SUPT 6
L Up col Lo col R L Up col Lo col R L Up col Lo col RI 3.04E+09 2.13E+09 2.13E+09 7.2E+09 7.2E+09 2.13E+09 2.13E+09 0 0 0 0 0
Stiffness 5.06E+08 5.93E+08 4.74E+08 1E+09 1E+09 5.93E+08 4.74E+08 0 0 0 0 0
Sum 2.6E+09 2.1E+09 0
Factor 0.19676 0.23032 0.18426 0.38866 0.48387 0.28674 0.22939 0 1 0 0 0
SUPT 7
L Up col Lo col
I #DIV/0! 0 0 Partial UDL factorsStiffness 0 0 0 1 2 3 4 5 6
Sum 0 a 0 0.66667 0 0 #DIV/0! #DIV
Factor 0 0 0 b 0 0.4375 0 0 #DIV/0! #DIV
Fixed End MomentsSPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6
Min load L R L R L R L R L R L RCant 1750.86 2496.72 0 2521.24 0 0
UDL 238.232 345.388 256.321 175.679 0 0 420.206 420.206 0 0 0 0
PL 1 0 0 7.60182 22.7732 0 0 0 0 0 0 0 0
PL 2 0 0 0 0 0 0 0 0 0 0 0 0
part UDL 0.0 0.0 230.3 141.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
FEM 238.2 345.4 494.2 340.3 0.0 0.0 420.2 420.2 0.0 0.0 0.0 0.0
Live load
Cant 1584.8 2399.1 0.0 2282.1 0.0 0.0
UDL 215.6 312.6 282.0 193.2 0.0 0.0 380.4 380.4 0.0 0.0 0.0 0.0
PL 1 0.0 0.0 7.4 22.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
PL 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
part UDL 0.0 0.0 161.0 99.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
FEM 215.6 312.6 450.4 314.6 0.0 0.0 380.4 380.4 0.0 0.0 0.0 0.0
Moment Distribution
HiCol SUPT 1 LoCol HiCol SUPT 2 LoCol HiCol SUPT 3 LoCol HiC
Min load -238.232 345.388 -494.234 340.302 0
0 238.232 0 30.3839 56.3624 37.7923 24.3071 -95.883 -85.7996 -81.9126 -76.7064 96.78
28.1812 119.116 -42.8998 18.8962 41.3401
0 -28.1812 0 -15.558 -28.8602 -19.3514 -12.4464 -16.9721 -15.1873 -14.4992 -13.5777 32.84
-14.4301 -14.0906 -7.59363 -9.67572 14.031
0 14.4301 0 4.42641 8.21103 5.50568 3.54113 -1.22712 -1.09808 -1.04833 -0.9817 6.219
4.10551 7.21505 -0.54904 2.75284 2.65686
0 -4.10551 0 -1.36073 -2.52417 -1.69252 -1.08859 -1.52423 -1.36394 -1.30215 -1.21939 1.66
-1.26209 -2.05276 -0.68197 -0.84626 0.71124
0 1.26209 0 0.55824 1.03554 0.69435 0.44659 0.03804 0.03404 0.0325 0.03043 0.442
0.51777 0.63104 0.01702 0.34718 0.18897 0 -0.51777 0 -0.13229 -0.2454 -0.16455 -0.10583 -0.15106 -0.13518 -0.12905 -0.12085 0.074
-0.1227 -0.25889 -0.06759 -0.08227 0.03184
0 0 1227 0 0 06664 0 12362 0 08289 0 05331 0 01421 0 01272 0 01214 0 01137 0 035
7/28/2019 RCCen21 Subframe Analysisyey
4/23
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group ANALYSIS IISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls' on CD 1999 BCA for RCC
Moment Distribution contLive on -215.637 312.63 -450.366 314.612
1,2, 5 & 6 0 215.637 0 28.116 52.1555 34.9715 22.4928 -88.6447 -79.3225 -75.7289 -70.9157 0
26.0777 107.818 -39.6612 17.4857 0
0 -26.0777 0 -13.9129 -25.8086 -17.3053 -11.1303 -4.92676 -4.40865 -4.20892 -3.94141 8.72091
-12.9043 -13.0389 -2.20432 -8.65264 3.72512
0 12.9043 0 3.1116 5.77204 3.87029 2.48928 1.38837 1.24236 1.18608 1.1107 0.4847
2.88602 6.45215 0.62118 1.93514 0.20704
0 -2.88602 0 -1.44388 -2.67841 -1.79594 -1.1551 -0.60358 -0.5401 -0.51564 -0.48286 0.27343
-1.33921 -1.44301 -0.27005 -0.89797 0.1168
0 1.33921 0 0.34969 0.64867 0.43495 0.27975 0.2201 0.19696 0.18803 0.17608 0.08217
0.32434 0.6696 0.09848 0.21748 0.0351
0 -0.32434 0 -0.15679 -0.29084 -0.19502 -0.12543 -0.07116 -0.06368 -0.0608 -0.05693 -0.0088
-0.14542 -0.16217 -0.03184 -0.09751 -0.00376 0 0.14542 0 0.0396 0.07346 0.04926 0.03168 0.02853 0.02553 0.02438 0.02283 0.01086
Sum 0.0 0.0 0.0 16.1 442.8 -471.8 12.9 -92.6 241.7 -75.0 -74.1 9.6
Live on 0
3 & 4 0 0 0 0 0 0 0 0 0 0 0 87.6025
0 0 0 0 37.4193
0 0 0 0 0 0 0 -10.5432 -9.43445 -9.00703 -8.43457 21.1942
0 0 -4.71723 0 9.05305
0 0 0 0.96293 1.78624 1.19772 0.77034 -2.55078 -2.28253 -2.17912 -2.04062 5.15595
0.89312 0 -1.14126 0.59886 2.20236
0 -0.89312 0 0.23297 0.43215 0.28977 0.18637 -0.78927 -0.70626 -0.67427 -0.63141 1.24741
0.21608 -0.44656 -0.35313 0.14488 0.53283
0 -0.21608 0 0.16324 0.30281 0.20304 0.13059 -0.19095 -0.17087 -0.16313 -0.15276 0.32006
0.15141 -0.10804 -0.08544 0.10152 0.13671
0 -0.15141 0 0.03949 0.07326 0.04912 0.0316 -0.06712 -0.06007 -0.05734 -0.0537 0.07743
0.03663 -0.0757 -0.03003 0.02456 0.03308 0 -0.03663 0 0.02158 0.04004 0.02685 0.01727 -0.01624 -0.01453 -0.01387 -0.01299 0.02165
Sum 0.0 0.0 0.0 1.4 2.0 -4.6 1.1 -14.2 -11.8 37.3 -11.3 115.6
Live on -450.366 314.612 0
2, 3 & 6 0 0 0 91.9333 170.537 114.349 73.5466 -88.6447 -79.3225 -75.7289 -70.9157 0
85.2685 0 -39.6612 57.1745 0
0 -85.2685 0 8.09605 15.0183 10.0701 6.47684 -16.1094 -14.4153 -13.7622 -12.8876 8.72091
7.50913 -42.6343 -7.20766 5.03505 3.72512
0 -7.50913 0 10.1742 18.8733 12.655 8.13939 -2.46826 -2.20869 -2.10862 -1.9746 1.58486
9.43665 -3.75456 -1.10434 6.3275 0.67697
0 -9.43665 0 0.99185 1.83989 1.23369 0.79348 -1.97357 -1.76602 -1.68602 -1.57886 0.65285
0.91994 -4.71833 -0.88301 0.61684 0.27886
0 -0.91994 0 1.1434 2.12102 1.42219 0.91472 -0.25237 -0.22583 -0.2156 -0.2019 0.26867
1.06051 -0.45997 -0.11292 0.7111 0.11476
0 -1.06051 0 0.11694 0.21693 0.14546 0.09356 -0.23269 -0.20822 -0.19879 -0.18615 0.05552
0.10847 -0.53026 -0.10411 0.07273 0.02372 0 -0.10847 0 0.12949 0.24021 0.16107 0.10359 -0.02717 -0.02432 -0.02321 -0.02174 0.03552
Sum 0.0 0.0 0.0 112.6 156.7 -359.4 90.1 -109.7 286.4 -88.9 -87.8 11.3
Live on -215.637 312.63
1,4 & 5 0 215.637 0 -63.8172 -118.382 -79.3776 -51.0538 0 0 0 0 87.6025
-59.1908 107.818 0 -39.6888 37.4193
0 59.1908 0 -22.009 -40.8269 -27.3754 -17.6072 0.63946 0.57221 0.54629 0.51157 21.1942
-20.4134 29.5954 0.28611 -13.6877 9.05305
0 20.4134 0 -6.09971 -11.315 -7.58699 -4.87977 1.30585 1.16852 1.11558 1.04468 4.05579
-5.65751 10.2067 0.58426 -3.7935 1.73242
0 5.65751 0 -2.20276 -4.08615 -2.73986 -1.76221 0.58073 0.51965 0.49611 0.46458 0.86799
-2.04307 2.82876 0.25983 -1.36993 0.37076
0 2.04307 0 -0.63047 -1.16953 -0.7842 -0.50438 0.28152 0.25192 0.24051 0.22522 0.13355
-0.58477 1.02154 0.12596 -0.3921 0.05705
0 0.58477 0 -0.23424 -0.43451 -0.29135 -0.18739 0.0944 0.08448 0.08065 0.07552 0.01311
-0.21726 0.29238 0.04224 -0.14568 0.0056 0 0.21726 0 -0.06831 -0.12671 -0.08496 -0.05465 0.03947 0.03532 0.03372 0.03157 -0.00301
Sum 0.0 0.0 0.0 -95.1 288.1 -116.9 -76.0 2.9 -56.4 51.2 2.4 113.9
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Originated from RCCe21.xls' on CD 1999 BCA for RCC
Moment Distribution contLive on -215.637 312.63 0
Odd Spans 0 215.637 0 -63.8172 -118.382 -79.3776 -51.0538 0 0 0 0 0 -59.1908 107.818 0 -39.6888 0
0 59.1908 0 -22.009 -40.8269 -27.3754 -17.6072 11.1827 10.0067 9.55333 8.94614 0
-20.4134 29.5954 5.00333 -13.6877 0
0 20.4134 0 -7.06264 -13.1013 -8.78471 -5.65011 3.85663 3.45105 3.2947 3.0853 -1.10016
-6.55063 10.2067 1.72552 -4.39235 -0.46993
0 6.55063 0 -2.43573 -4.5183 -3.02963 -1.94858 1.36999 1.22592 1.17038 1.09599 -0.37942
-2.25915 3.27532 0.61296 -1.51481 -0.16207
0 2.25915 0 -0.79371 -1.47235 -0.98724 -0.63497 0.47248 0.42279 0.40363 0.37798 -0.18651
-0.73617 1.12958 0.21139 -0.49362 -0.07967
0 0.73617 0 -0.27373 -0.50778 -0.34048 -0.21899 0.16153 0.14454 0.13799 0.12922 -0.06432
-0.25389 0.36809 0.07227 -0.17024 -0.02747
0 0.25389 0 -0.08989 -0.16675 -0.11181 -0.07191 0.05571 0.04985 0.04759 0.04457 -0.02466
Sum 0.0 0.0 0.0 -96.5 286.0 -112.4 -77.2 17.1 -44.6 13.9 13.7 -1.8
Live on -450.366 314.612
Even Spans 0 0 0 91.9333 170.537 114.349 73.5466 -88.6447 -79.3225 -75.7289 -70.9157 87.602585.2685 0 -39.6612 57.1745 37.4193
0 -85.2685 0 8.09605 15.0183 10.0701 6.47684 -26.6527 -23.8498 -22.7693 -21.3221 29.9151
7.50913 -42.6343 -11.9249 5.03505 12.7782
0 -7.50913 0 11.1372 20.6595 13.8527 8.90973 -5.01903 -4.49121 -4.28774 -4.01523 6.7408
10.3298 -3.75456 -2.24561 6.92635 2.87932
0 -10.3298 0 1.22482 2.27204 1.52346 0.97985 -2.76284 -2.47229 -2.36028 -2.21027 1.90026
1.13602 -5.16489 -1.23614 0.76173 0.81169
0 -1.13602 0 1.30664 2.42384 1.62524 1.04531 -0.44333 -0.3967 -0.37873 -0.35466 0.58873
1.21192 -0.56801 -0.19835 0.81262 0.25148
0 -1.21192 0 0.15644 0.29019 0.19458 0.12515 -0.29982 -0.26829 -0.25613 -0.23985 0.13296
0.1451 -0.60596 -0.13414 0.09729 0.05679
0 -0.1451 0 0.15108 0.28025 0.18791 0.12086 -0.04341 -0.03885 -0.03709 -0.03473 0.05718
Sum 0.0 0.0 0.0 114.0 158.8 -364.0 91.2 -123.9 274.6 -51.6 -99.1 126.9
Elastic Support Moments (3.3)Support 1 2 3 4 5 6 7
Left Right Left Right Left Right Left Right Left Right
Spans 1256 0.0 932.8 994.9 489.9 114.9 37.1 302.9 281.2 0.0 0.0 0.0 0.0
Spans 34 0.0 492.1 527.7 236.4 2.6 161.3 617.9 523.6 0.0 0.0 0.0 0.0
Spans 236 0.0 646.8 882.5 534.5 128.8 31.3 300.2 281.9 0.0 0.0 0.0 0.0
Spans 145 0.0 778.1 640.1 191.7 -11.3 167.0 620.5 522.9 0.0 0.0 0.0 0.0
Odd Spans 0.0 776.1 635.5 203.5 26.0 74.3 319.7 276.2 0.0 0.0 0.0 0.0
Even Spans 0.0 648.8 887.1 522.7 91.5 124.1 601.1 528.6 0.0 0.0 0.0 0.0
Redistribution (3.5) method 1b - 0.9 0.9 1 0.8 0.9 1 1
b + 1.1 1.1 1 1.2 1.1 1 1
Max M 0.0 895.4 534.5 496.4 475.7 0.0 0.0Dead only 0.0 490.1 523.1 248.2 39.9 68.5 317.0 277.0 0.0 0.0 0.0 0.0
Spans 1256 0.0 895.4 895.4 489.9 114.9 44.5 363.4 309.3 0.0 0.0 0.0 0.0
Spans 34 0.0 541.3 580.5 236.4 2.6 193.5 496.4 475.7 0.0 0.0 0.0 0.0
Spans 236 0.0 711.5 895.4 534.5 128.8 37.6 360.3 310.1 0.0 0.0 0.0 0.0
Spans 145 0.0 855.9 704.1 191.7 -11.3 200.4 496.4 475.7 0.0 0.0 0.0 0.0
Odd Spans 0.0 853.7 699.1 203.5 26.0 89.2 383.6 303.9 0.0 0.0 0.0 0.0
Even Spans 0.0 713.7 895.4 522.7 91.5 148.9 496.4 475.7 0.0 0.0 0.0 0.0
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Project Spreadsheets to BS 8110 & EC2
Location Advisory Group ANALYSIS IVSUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls' on CD 1999 BCA for RCC
Total Ultimate LoadsSpan 1 2 3
UDL PL1 PL2 ptUD UDL PL1 PL2 ptUD UDL PL1 PL2 ptUD
Dead only 583.62 0 0 0 360 72 0 226.896 0 0 0 0
Spans 1256 1111.89 0 0 0 756 142.2 0 385.51 0 0 0 0
Spans 34 583.62 0 0 0 360 72 0 226.896 0 0 0 0
Spans 236 583.62 0 0 0 756 142.2 0 385.51 0 0 0 0
Spans 145 1111.89 0 0 0 360 72 0 226.896 0 0 0 0
Odd Spans 1111.89 0 0 0 360 72 0 226.896 0 0 0 0
Even Spans 583.62 0 0 0 756 142.2 0 385.51 0 0 0 0
Span 4 5 6
Dead only 700.344 0 0 0 0 0 0 0 0 0 0 0
Spans 1256 700.344 0 0 0 0 0 0 0 0 0 0 0Spans 34 1334.26 0 0 0 0 0 0 0 0 0 0 0
Spans 236 700.344 0 0 0 0 0 0 0 0 0 0 0
Spans 145 1334.26 0 0 0 0 0 0 0 0 0 0 0
Odd Spans 700.344 0 0 0 0 0 0 0 0 0 0 0
Even Spans 1334.26 0 0 0 0 0 0 0 0 0 0 0
Elastic Shears Span 1 2 3
Spans 1256 400.469 711.418 673.881 609.829 12.9669 -12.9669
Spans 34 209.801 373.819 352.594 306.302 -26.4416 26.4416
Spans 236 184.01 399.61 652.071 631.638 16.2417 -16.2417
Spans 145 426.26 685.627 374.403 284.493 -29.7164 29.7164
Odd Spans 426.594 685.293 372.131 286.765 -8.04726 8.04726
Even Spans 183.676 399.944 654.344 629.366 -5.42746 5.42746
Span 4 5 6
Spans 1256 353.187 347.157 0 0 0 0
Spans 34 680.222 654.042 0 0 0 0
Spans 236 352.718 347.626 0 0 0 0
Spans 145 680.691 653.574 0 0 0 0
Odd Spans 356.203 344.141 0 0 0 0
Even Spans 677.205 657.059 0 0 0 0
Imposed Reactions Support 1 2 3 4 5 6 7
Spans 1256 82.0 258.7 149.0 -9.7 -1.3 0.0 0.0
Spans 34 -5.7 12.1 -23.3 143.4 132.7 0.0 0.0
Spans 236 -24.6 145.2 156.6 -13.5 -0.9 0.0 0.0
Spans 145 86.4 151.6 -42.3 146.9 132.7 0.0 0.0
Odd Spans 86.7 149.8 -23.1 6.4 -3.7 0.0 0.0
Even Spans -24.8 146.6 137.9 129.7 132.7 0.0 0.0
7/28/2019 RCCen21 Subframe Analysisyey
7/23
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group ANALYSIS VSUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls' on CD 1999 BCA for RCC
SPAN MOMENTS
SPAN 1 Left < > PL1 < > PL2 < > Right Loadings 0 0Elastic V 1256 400.5 0 400.5 0 400.5 100 711.4 185.315 0 0 0
34 209.8 0 209.8 0 209.8 100 373.8 97.27 0 0 0
236 184.0 0 184.0 0 184.0 100 399.6 97.27 0 0 0
145 426.3 0 426.3 0 426.3 100 685.6 185.315 0 0 0
Odd 426.6 0 426.6 0 426.6 100 685.3 185.315 0 0 0
Even 183.7 0 183.7 0 183.7 100 399.9 97.27 0 0 0
Redist V 1256 406.7 0 406.7 0 406.7 100 705.2 6
34 201.6 0 201.6 0 201.6 100 382.0
236 173.2 0 173.2 0 173.2 100 410.4
145 413.3 0 413.3 0 413.3 100 698.6
Odd 413.7 0 413.7 0 413.7 100 698.2
Even 172.9 0 172.9 0 172.9 100 410.8
Elastic X- 1256 0.000 0.000 0.000 0.000 2.161
34 0.000 0.000 0.000 0.000 2.157
236 0.000 0.000 0.000 0.000 1.892
145 0.000 0.000 0.000 0.000 2.300
Odd 0.000 0.000 0.000 0.000 2.302
Even 0.000 0.000 0.000 0.000 1.888
Redist X- 1256 0.000 0.000 0.000 0.000 2.195
34 0.000 0.000 0.000 0.000 2.073
236 0.000 0.000 0.000 0.000 1.781
145 0.000 0.000 0.000 0.000 2.230
Odd 0.000 0.000 0.000 0.000 2.232 (3.2.2.1b)
Even 0.000 0.000 0.000 0.000 1.777 Max
Elastic M 1256 0.0 0.0 0.0 0.0 0.0 432.7 932.8 432.711
34 0.0 0.0 0.0 0.0 0.0 226.3 492.1 226.259
236 0.0 0.0 0.0 0.0 0.0 174.0 646.8 174.05
145 0.0 0.0 0.0 0.0 0.0 490.2 778.1 490.24
Odd 0.0 0.0 0.0 0.0 0.0 491.0 776.1 491.009
Even 0.0 0.0 0.0 0.0 0.0 173.4 648.8 173.419 b
Redist M 1256 0.0 0.0 0.0 0.0 0.0 446.3 895.4 446.291 1.03139
34 0.0 0.0 0.0 0.0 0.0 208.9 541.3 208.916 0.92335
236 0.0 0.0 0.0 0.0 0.0 154.3 711.5 154.254 0.88626
145 0.0 0.0 0.0 0.0 0.0 460.9 855.9 460.864 0.94008
Odd 0.0 0.0 0.0 0.0 0.0 461.7 853.7 461.684 0.94028
Even 0.0 0.0 0.0 0.0 0.0 153.6 713.7 153.601 0.88572
SPAN 3 Left < > PL1 < > PL2 < > Right Loadings 0 0
Elastic V 1256 13.0 0 13.0 0 13.0 100 -13.0 0 0 0 0 34 -26.4 100 -26.4 0 -26.4 0 26.4 0 0 0 0
236 16.2 0 16.2 0 16.2 100 -16.2 0 0 0 0
145 -29.7 100 -29.7 0 -29.7 0 29.7 0 0 0 0
Odd -8.0 100 -8.0 0 -8.0 0 8.0 0 0 0 0
Even -5.4 100 -5.4 0 -5.4 0 5.4 0 0 0 0
Redist V 1256 11.7 0 11.7 0 11.7 100 -11.7 6
34 -31.8 100 -31.8 0 -31.8 0 31.8
236 15.2 0 15.2 0 15.2 100 -15.2
145 -35.3 100 -35.3 0 -35.3 0 35.3
Odd -10.5 100 -10.5 0 -10.5 0 10.5
Even -9.6 100 -9.6 0 -9.6 0 9.6
Elastic X- 1256 0.000 0.000 0.000 0.000 0.000
34 0.000 0.000 0.000 0.000 0.000
236 0.000 0.000 0.000 0.000 0.000
145 0.000 0.000 0.000 0.000 0.000 Odd 0.000 0.000 0.000 0.000 0.000
Even 0.000 0.000 0.000 0.000 0.000
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LoCol
0
0
0
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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
7/28/2019 RCCen21 Subframe Analysisyey
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0
0
0
0
0
0
0
0.0
0
0
0
0
0
0
0
0.0
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0.75 4.8
0 80.3145
0 47.27
0 80.3145
0 47.27
0 47.27
0 80.3145
0 0
0 0
0 0
0 0
0 0
0 0
0 0
7/28/2019 RCCen21 Subframe Analysisyey
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0 0
0 00 0
0 0
0 0
0 0
0 0
7/28/2019 RCCen21 Subframe Analysisyey
15/23
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group GRAPH DATA ISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls' on CD 1999 BCA for RCC
LOADING DIAGRAM 54.08
BEAM 0 26.4
0 0
SUPPORTS 0 0 6 6 13.2 13.2 19.2 19.2 26.4 26.4 26.4 26
-54.08 0 -243 194.7 -243 194.7 -243 194.7 -243 194.7 -54.1 0
D UDL 0 0 6 6 6 13.2 13.2 13.2 19.2 19.2 19.2 26.4 26.4 26.4 26.4 26.4 26
0 97.27 97.27 0 50 50 0 0 0 0 97.27 97.27 0 0 0 0 0
L UDL 97.27 133.3 133.3 97.27 75 75 50 0 0 0 133.3 133.3 97.27 0 0 0 0
D PUDL 0 0 0 0 6.75 6.75 11.55 11.55 13.2 13.2 13.2 13.2 19.2 19
133.27 133.3 133.3 133.3 75 122.3 122.3 75 0 0 0 0 133.3 133
L PUDL 133.27 133.3 133.3 133.3 75 100 100 75 0 0 0 0 133.3 133
PL 1 0 0 12.75 12.75 13.2 13.2 19.2 19.2 26.4 26.4 26.4 26
133.27 133.3 75 147 0 0 133.3 133.3 0 0 0 0
133.27 133.3 147 177 0 0 133.3 133.3 0 0 0 0PL 2 0 0 6 6 13.2 13.2 19.2 19.2 26.4 26.4 26.4 26
133.27 133.3 75 75 0 0 133.3 133.3 0 0 0 0
133.27 133.3 75 75 0 0 133.3 133.3 0 0 0 0
MOMENT DIAGRAMS
SPAN 1X 0 0 0.3 0.6 0.9 1.2 1.5 1.8 2.1 2.4 2.7 3 3.3 3.6 3.9 4.2 4.
M(e) all 0 0 -112 -207 -285 -347 -392 -421 -432 -427 -406 -367 -313 -241 -153 -47.5 74
0 0 -58.6 -108 -149 -182 -205 -220 -226 -223 -212 -192 -163 -125 -78.5 -23.2 40.
0 0 -50.8 -92.9 -126 -151 -167 -174 -172 -161 -142 -114 -77.6 -32.1 22.1 85.08 156
0 0 -120 -222 -309 -378 -431 -467 -487 -489 -475 -445 -398 -334 -253 -156 -41
M(e) odd 0 0 -120 -223 -309 -378 -431 -468 -487 -490 -476 -446 -399 -335 -254 -157 -43
M(e) even 0 0 -50.7 -92.7 -126 -150 -166 -173 -171 -161 -141 -113 -76.5 -30.9 23.4 86.48 158
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
M(r) all 0 0 -114 -211 -291 -355 -402 -432 -445 -442 -423 -386 -333 -263 -177 -73.7 46.0 0 -56.1 -103 -142 -172 -193 -205 -209 -204 -190 -167 -136 -95.5 -46.5 11.2 77.
0 0 -47.6 -86.4 -117 -138 -150 -154 -149 -136 -113 -82 -42 6.682 64.14 130.4 205
0 0 -116 -215 -297 -363 -411 -444 -459 -458 -440 -406 -355 -287 -203 -101 16
M(r) odd 0 0 -116 -215 -297 -363 -412 -444 -460 -459 -441 -407 -356 -288 -204 -103 14.
M(r) even 0 0 -47.5 -86.2 -116 -137 -150 -154 -149 -135 -112 -80.9 -40.8 8.004 65.57 131.9 20
70% max 0 0 -35.5 -64.9 -88.1 -105 -116 -121 -120 -112 -99 -79.3 -53.5 -21.6 16.38 60.54 110
70% min 0 0 -83.7 -156 -216 -265 -302 -327 -341 -343 -333 -312 -279 -234 -178 -110 -30
Lower bound 0 0 -116 -215 -297 -363 -412 -444 -460 -459 -441 -407 -356 -288 -204 -110 -30
Upper bound 0 0 0 0 0 0 0 0 0 0 0 0 0 8.004 65.57 131.9 20
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SPAN 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.
X 6 6.36 6.72 7.08 7.44 7.8 8.16 8.52 8.88 9.24 9.6 9.96 10.32 10.68 11.04 11
M(e) all 994.9 759.1 536.9 332.7 152.5 -3.69 -136 -244 -328 -388 -424 -437 -425 -389 -329 -24527.7 404 286.8 178.6 83.06 0.092 -70.3 -128 -173 -206 -226 -233 -228 -210 -179 -13
882.5 654.6 440.3 243.9 71.55 -76.8 -201 -301 -378 -430 -458 -463 -443 -399 -331 -23
640.1 508.5 383.5 267.5 164 73.22 -5 -70.6 -124 -164 -192 -207 -210 -200 -177 -14
M(e) odd 635.5 504.8 380.5 265.4 162.7 72.75 -4.65 -69.4 -122 -161 -188 -203 -204 -193 -170 -13
M(e) even 887.1 658.3 443.2 246 72.83 -76.3 -201 -303 -380 -433 -462 -467 -448 -405 -338 -24
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
M(r) all 895.4 664.6 447.4 248.2 72.93 -78.3 -206 -309 -388 -443 -474 -481 -464 -424 -359 -27
580.5 454.1 334.3 223.5 125.3 39.67 -33.3 -93.7 -142 -177 -199 -209 -207 -191 -164 -12
895.4 666.8 451.9 254.9 81.86 -67.1 -192 -293 -370 -423 -452 -457 -438 -395 -327 -23
704.1 569.3 441.1 321.9 215.2 121.2 39.81 -29 -85.2 -129 -160 -178 -184 -177 -158 -12
M(r) odd 699.1 565.2 437.7 319.4 213.6 120.4 39.84 -28.1 -83.5 -126 -156 -174 -179 -171 -151 -1
M(r) even 895.4 666.3 450.7 253.1 79.5 -70.1 -196 -297 -375 -428 -458 -463 -445 -402 -336 -24
70% max 696.4 531.4 375.9 232.9 114.8 51.25 -3.26 -48.6 -85.1 -113 -132 -142 -143 -135 -119 -93
70% min 369.4 282.8 200.8 125 50.08 -53.8 -141 -212 -266 -303 -323 -327 -314 -284 -237 -17
Lower bound 0 0 0 0 0 -78.3 -206 -309 -388 -443 -474 -481 -464 -424 -359 -27
Upper bound 895.4 666.8 451.9 321.9 215.2 121.2 39.84 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
7/28/2019 RCCen21 Subframe Analysisyey
16/23
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group GRAPH DATA IISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls' on CD 1999 BCA for RCC
SPAN 3Local X 0 0.3 0.6 0.9 1.2 1.5 1.8 2.1 2.4 2.7 3 3.3 3.6 3.9 4.2 4
X 13.2 13.5 13.8 14.1 14.4 14.7 15 15.3 15.6 15.9 16.2 16.5 16.8 17.1 17.4 17
M(e) all 114.9 111 107.1 103.3 99.36 95.47 91.58 87.69 83.8 79.91 76.02 72.13 68.24 64.35 60.46 56
2.604 10.54 18.47 26.4 34.33 42.27 50.2 58.13 66.06 74 81.93 89.86 97.79 105.7 113.7 12
128.8 123.9 119 114.2 109.3 104.4 99.56 94.68 89.81 84.94 80.07 75.19 70.32 65.45 60.58 55
-11.3 -2.35 6.566 15.48 24.4 33.31 42.23 51.14 60.06 68.97 77.89 86.8 95.71 104.6 113.5 12
M(e) odd 26.02 28.43 30.85 33.26 35.67 38.09 40.5 42.92 45.33 47.75 50.16 52.57 54.99 57.4 59.82 62
M(e) even 91.51 93.14 94.76 96.39 98.02 99.65 101.3 102.9 104.5 106.2 107.8 109.4 111 112.7 114.3 11
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
M(r) all 114.9 111.4 107.9 104.4 100.8 97.33 93.81 90.29 86.77 83.25 79.73 76.21 72.7 69.18 65.66 62
2.604 12.15 21.69 31.24 40.78 50.33 59.87 69.42 78.96 88.51 98.05 107.6 117.1 126.7 136.2 14
128.8 124.2 119.7 115.1 110.6 106 101.4 96.88 92.32 87.76 83.2 78.64 74.08 69.52 64.96 60
-11.3 -0.68 9.906 20.49 31.08 41.66 52.25 62.83 73.42 84 94.59 105.2 115.8 126.3 136.9 14
M(r) odd 26.02 29.18 32.33 35.49 38.65 41.8 44.96 48.12 51.28 54.43 57.59 60.75 63.9 67.06 70.22 73M(r) even 91.51 94.38 97.25 100.1 103 105.9 108.7 111.6 114.5 117.3 120.2 123.1 125.9 128.8 131.7 13
70% max 90.15 86.74 83.33 79.92 76.51 73.1 70.89 72.03 73.17 74.31 75.45 76.59 77.73 78.87 80.01 85
70% min -7.89 -1.64 4.596 10.84 17.08 23.32 28.35 30.04 31.73 33.42 35.11 36.8 38.49 40.18 41.87 38
Lower bound -11.3 -1.64 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Upper bound 128.8 124.2 119.7 115.1 110.6 106 108.7 111.6 114.5 117.3 120.2 123.1 125.9 128.8 136.9 14
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SPAN 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
X 19.2 19.56 19.92 20.28 20.64 21 21.36 21.72 22.08 22.44 22.8 23.16 23.52 23.88 24.24 24
M(e) all 302.9 182 73.77 -21.9 -105 -175 -233 -278 -311 -331 -338 -333 -315 -285 -242 -1
617.9 385 176.2 -8.67 -169 -306 -419 -508 -573 -613 -630 -623 -591 -536 -457 -3
300.2 179.6 71.49 -24 -107 -177 -235 -280 -312 -332 -339 -334 -316 -285 -242 -1
620.5 387.5 178.4 -6.56 -168 -305 -417 -506 -571 -612 -629 -622 -591 -536 -457 -3
M(e) odd 319.7 197.7 88.41 -8.31 -92.4 -164 -223 -269 -303 -324 -332 -328 -311 -282 -240 -1M(e) even 601.1 369.3 161.5 -22.2 -182 -318 -429 -517 -581 -620 -636 -628 -595 -539 -458 -3
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
M(r) all 363.4 241 131.1 33.85 -50.8 -123 -182 -229 -263 -285 -294 -290 -274 -245 -204 -1
496.4 267.2 62.04 -119 -276 -409 -519 -604 -665 -702 -715 -704 -669 -610 -527 -4
360.3 238 128.4 31.3 -53.2 -125 -184 -231 -265 -286 -295 -291 -275 -246 -204 -1
496.4 267.2 62.04 -119 -276 -409 -519 -604 -665 -702 -715 -704 -669 -610 -527 -4
M(r) odd 383.6 259.9 148.7 50.18 -35.7 -109 -170 -218 -253 -276 -287 -284 -269 -242 -202 -1
M(r) even 496.4 267.2 62.04 -119 -276 -409 -519 -604 -665 -702 -715 -704 -669 -610 -527 -4
70% max 434.4 271.2 124.9 -4.59 -64.7 -115 -156 -188 -212 -227 -233 -230 -218 -198 -168 -1
70% min 210.2 125.7 50.04 -16.8 -127 -222 -301 -362 -407 -434 -445 -439 -417 -377 -321 -2
Lower bound 0 0 0 -119 -276 -409 -519 -604 -665 -702 -715 -704 -669 -610 -527 -4
Upper bound 496.4 271.2 148.7 50.18 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
SPAN 5Local X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
X 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26
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 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
M(e) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
M(e) even 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
M(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 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
M(r) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
M(r) even 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
70% 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 0 0 0 0 0 0 0 0
7/28/2019 RCCen21 Subframe Analysisyey
17/23
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group GRAPH DATA IIISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls' on CD 1999 BCA for RCC
SPAN 6Local X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
X 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26.4 26
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 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
M(e) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
M(e) even 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
M(r) all 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 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
M(r) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
M(r) even 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
70% max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
70% min 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
Upper bound 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
SHEAR FORCE DIAGRAMSSPAN 1 SPAN 2
Local X 0 0 0 0 0 0 6 0 6.75 6.75 6.75 6.75 7.2 0 0 X 0 0 0 0 0 0 6 6 12.75 12.75 12.75 12.75 13.2 13.2 13.2 13
V(e) all 0 400.5 400.5 400.5 400.5 400.5 -711 673.9 -420 -563 -563 -563 -610 12.97 12.97 12
0 209.8 209.8 209.8 209.8 209.8 -374 352.6 -212 -284 -284 -284 -306 -26.4 -26.4 -2
0 184 184 184 184 184 -400 652.1 -442 -584 -584 -584 -632 16.24 16.24 16
0 426.3 426.3 426.3 426.3 426.3 -686 374.4 -190 -262 -262 -262 -284 -29.7 -29.7 -2
V(e) odd 0 426.6 426.6 426.6 426.6 426.6 -685 372.1 -192 -264 -264 -264 -287 -8.05 -8.05 -8
V(e) even 0 183.7 183.7 183.7 183.7 183.7 -400 654.3 -440 -582 -582 -582 -629 -5.43 -5.43 -5
V(r) all 0 406.7 406.7 406.7 406.7 406.7 -705 660.1 -434 -576 -576 -576 -624 11.73 11.73 11
0 201.6 201.6 201.6 201.6 201.6 -382 359.9 -204 -276 -276 -276 -299 -31.8 -31.8 -3
0 173.2 173.2 173.2 173.2 173.2 -410 653.9 -440 -583 -583 -583 -630 15.2 15.2 15
0 413.3 413.3 413.3 413.3 413.3 -699 383.3 -181 -253 -253 -253 -276 -35.3 -35.3 -3
V(r) odd 0 413.7 413.7 413.7 413.7 413.7 -698 381 -183 -255 -255 -255 -278 -10.5 -10.5 -1
V(r) even 0 172.9 172.9 172.9 172.9 172.9 -411 655.5 -439 -581 -581 -581 -628 -9.56 -9.56 -9
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GRIDS 0 0 6 6 13.2 13.2 19.2 19.2 26.4 26.4 26.4 26
-714.81 ##### ##### 994.9 -715 994.9 -715 994.9 -715 994.9 -715 99
7/28/2019 RCCen21 Subframe Analysisyey
18/23
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group SEGMENTS ISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls' on CD 1999 BCA for RCC
NON-PRISMATIC FEM'Sdistance 0.0125 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.55
width 0.025 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0
SPAN 1 Aw1 = 240000 Af1 = 0 Xbar1 = 300 I1 = 7.2E+09 Xbar = 3.24378 IxAw2 = 333000 Af2 = 126000 Xbar2 = 201.961 I2 = 1E+10 I0 = 8.5E+09 e = -0.2438 6.4
distance 0.075 0.3 0.6 0.9 1.2 1.5 1.8 2.1 2.4 2.7 3 3.3
width 0.15 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3
Ixx 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 1E+10 1
MOMENT
UDL 0.22219 0.855 1.62 2.295 2.88 3.375 3.78 4.095 4.32 4.455 4.5 4.455 4
PL1 0 0 0 0 0 0 0 0 0 0 0 0
PL2 0 0 0 0 0 0 0 0 0 0 0 0
pUDL 0 0 0 0 0 0 0 0 0 0 0 0
MOMENT AREA
UDL 0.02825 0.21742 0.41195 0.5836 0.73236 0.85824 0.96122 1.04133 1.09854 1.13287 1.14431 1.56922 1.5
PL1 0 0 0 0 0 0 0 0 0 0 0 0
PL2 0 0 0 0 0 0 0 0 0 0 0 0 pUDL 0 0 0 0 0 0 0 0 0 0 0 0
AREA x DISTANCE
UDL 0.00212 0.06523 0.24717 0.52524 0.87883 1.28735 1.7302 2.18678 2.6365 3.05875 3.43294 5.17842 5
PL1 0 0 0 0 0 0 0 0 0 0 0 0
PL2 0 0 0 0 0 0 0 0 0 0 0 0
pUDL 0 0 0 0 0 0 0 0 0 0 0 0
FEM FACTORS SA Sad d L-d FEM L FEM R factorL factorR
UDL 18 57.2967 3.184 2.816 2.44918 3.55082 14.6988 10.1385
PL1 0 0 0.000 6.000 0 0 1000 1000
PL2 0 0 0.000 6.000 0 0 1000 1000
pUDL 0 0 0.000 6.000 0 0
SPAN 2 Aw1 = 240000 Af1 = 0 Xbar1 = 300 I1 = 7.2E+09 Xbar = 3.14384 IxAw2 = 180000 Af2 = 0 Xbar2 = 225 I2 = 3E+09 I0 = 6.2E+09 e = 0.45616 8.5
distance 0.09 0.36 0.72 1.08 1.44 1.8 2.16 2.52 2.88 3.24 3.6 3.96 4
width 0.18 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0
Ixx 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2
MOMENT
UDL 0.31995 1.2312 2.3328 3.3048 4.1472 4.86 5.4432 5.8968 6.2208 6.4152 6.48 6.4152 6.
PL1 0.00563 0.0225 0.045 0.0675 0.09 0.1125 0.135 0.1575 0.18 0.2025 0.225 0.2475 0
PL2 0 0 0 0 0 0 0 0 0 0 0 0
pUDL 0.243 0.972 1.944 2.86155 3.64995 4.30875 4.83795 5.23755 5.50755 5.64795 5.65875 5.53995 5.2
MOMENT AREA
UDL 0.06732 0.51812 0.98169 1.39073 1.74523 2.04519 2.29062 2.4815 2.61785 2.69966 2.72693 2.69966 2.6
PL1 0.00118 0.00947 0.01894 0.02841 0.03787 0.04734 0.05681 0.06628 0.07575 0.08522 0.09468 0.10415 0.
PL2 0 0 0 0 0 0 0 0 0 0 0 0
pUDL 0.05113 0.40904 0.81808 1.2042 1.53598 1.81322 2.03592 2.20408 2.3177 2.37678 2.38133 2.33133 2.
AREA x DISTANCE
UDL 0.00606 0.18652 0.70682 1.50199 2.51314 3.68135 4.94773 6.25339 7.53941 8.74689 9.81693 10.6906 11
PL1 0.00011 0.00341 0.01363 0.03068 0.05454 0.08522 0.12271 0.16702 0.21815 0.2761 0.34087 0.41245 0.4
PL2 0 0 0 0 0 0 0 0 0 0 0 0
pUDL 0.0046 0.14725 0.58902 1.30054 2.21181 3.26379 4.39758 5.55427 6.67497 7.70077 8.57277 9.23208 9.6
FEM FACTORS SA Sad d L-d FEM L FEM R factorL factorR
UDL 31.104 112.718 3.376 3.824 5.12642 3.51358 10.1123 14.7542
PL1 1.51875 5.82873 4.199 3.001 0.10558 0.31629 68.1942 22.7636
PL2 0 0 0.000 7.200 0 0 1000 1000
pUDL 28.3431 93.9507 3.315 3.885 4.87225 3.00084
SPAN 3 Aw1 = 180000 Af1 = 0 Xbar1 = 225 I1 = 3E+09 Xbar = 3 IxAw2 = 0 Af2 = 0 Xbar2 = 0 I2 = 0 I0 = 3E+09 e = 0 3
distance 0.075 0.3 0.6 0.9 1.2 1.5 1.8 2.1 2.4 2.7 3 3.3
width 0.15 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3
Ixx 3E+09 3E+09 3E+09 3E+09 3E+09 3E+09 3E+09 3E+09 3E+09 3E+09 3E+09 3E+09 3MOMENT
UDL 0.22219 0.855 1.62 2.295 2.88 3.375 3.78 4.095 4.32 4.455 4.5 4.455 4
PL1 0 0 0 0 0 0 0 0 0 0 0 0
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Project Spreadsheets to BS 8110 & EC2
Location Advisory Group SEGMENTS IISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls' on CD 1999 BCA for RCC
SPAN 4 Aw1 = 240000 Af1 = 0 Xbar1 = 300 I1 = 7.2E+09 Xbar = 3.6 IxAw2 = 0 Af2 = 0 Xbar2 = 0 I2 = 0 I0 = 7.2E+09 e = 0 7.2
distance 0.09 0.36 0.72 1.08 1.44 1.8 2.16 2.52 2.88 3.24 3.6 3.96 4
width 0.18 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0
Ixx 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2E+09 7.2
MOMENT
UDL 0.31995 1.2312 2.3328 3.3048 4.1472 4.86 5.4432 5.8968 6.2208 6.4152 6.48 6.4152 6.
PL1 0 0 0 0 0 0 0 0 0 0 0 0
PL2 0 0 0 0 0 0 0 0 0 0 0 0
pUDL 0 0 0 0 0 0 0 0 0 0 0 0
MOMENT AREA
UDL 0.05759 0.44323 0.83981 1.18973 1.49299 1.7496 1.95955 2.12285 2.23949 2.30947 2.3328 2.30947 2.2
PL1 0 0 0 0 0 0 0 0 0 0 0 0
PL2 0 0 0 0 0 0 0 0 0 0 0 0
pUDL 0 0 0 0 0 0 0 0 0 0 0 0
AREA x DISTANCE
UDL 0.00518 0.15956 0.60466 1.28491 2.14991 3.14928 4.23263 5.34958 6.44973 7.48269 8.39808 9.14551 9.6
PL1 0 0 0 0 0 0 0 0 0 0 0 0
PL2 0 0 0 0 0 0 0 0 0 0 0 0
pUDL 0 0 0 0 0 0 0 0 0 0 0 0
FEM FACTORS SA Sad d L-d FEM L FEM R factorL factorR
UDL 31.104 112.109 3.600 3.600 4.32 4.32 12 12
PL1 0 0 0.000 7.200 0 0 1000 1000
PL2 0 0 0.000 7.200 0 0 1000 1000
pUDL 0 0 0.000 7.200 0 0
SPAN 5 Aw1 = 0 Af1 = 0 Xbar1 = 0 I1 = 0 Xbar = #DIV/0! IxAw2 = 0 Af2 = 0 Xbar2 = 0 I2 = 0 I0 = 0 e = #DIV/0!
distance 0 0 0 0 0 0 0 0 0 0 0 0
width 0 0 0 0 0 0 0 0 0 0 0 0
Ixx 0 0 0 0 0 0 0 0 0 0 0 0
MOMENT
UDL 0 0 0 0 0 0 0 0 0 0 0 0
PL1 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
PL2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
pUDL #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
MOMENT AREA
UDL #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
PL1 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
PL2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
pUDL #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
AREA x DISTANCE
UDL #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
PL1 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
PL2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
pUDL #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
FEM FACTORS SA Sad d L-d FEM L FEM R factorL factorR
UDL 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1000 1000
PL1 0 #DIV/0! 0.000 0.000 0 0 1000 1000
PL2 0 #DIV/0! 0.000 0.000 0 0 1000 1000
pUDL #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0
SPAN 6 Aw1 = 0 Af1 = 0 Xbar1 = 0 I1 = 0 Xbar = #DIV/0! IxAw2 = 0 Af2 = 0 Xbar2 = 0 I2 = 0 I0 = #DIV/0! e = #DIV/0! #D
distance 0 0 0 0 0 0 0 0 0 0 0 0
width 0 0 0 0 0 0 0 0 0 0 0 0
Ixx #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
MOMENT
UDL 0 0 0 0 0 0 0 0 0 0 0 0
PL1 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
PL2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
pUDL #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #D
MOMENT AREA
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0.9875
0.025
5.925
0.15
1E+10
0.22219 3
0 1
0 1
0 0
0.03913
0
00
0.23185
0
0
0
7.11
0.18
3E+09
0.31995 3.6
0.08437 0.0625
0 1
0.189 2.7
0.0284
0.00749
0
0.01678
0.20193
0.05325
0
0.11928
5.925
0.153E+09
0 22219 3
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7.11
0.18
7.2E+09
0.31995 3.6
0 1
0 1
0 0
0.05759
0
0
0
0.409470
0
0
0
0
0
0 0
#DIV/0! #DIV/0!
#DIV/0! #DIV/0!
#DIV/0! #DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
0
0
#DIV/0!
0 0
#DIV/0! #DIV/0!
#DIV/0! #DIV/0!
#DIV/0! #DIV/0!
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Disclaimer
Status of spreadsheet
Public release version.
Revision history RCCe21
Date Version
09-Aug-99 RCCe21 v1.0
All advice or information fro
for those who will evaluate th
application. No liability (inclu
accepted by the BCA, RCC
software and publications arepossession of the latest versi
This spreadsheet should be
design to BS 8110 and EC2'
RG45 6YS.
7/28/2019 RCCen21 Subframe Analysisyey
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ubframe Analysis
Action Size (kB)First public release.
Includes b version comments1306
the British Cement Association and/or Reinforced Concrete Council is intended
e significance and limitations of its contents and take responsibility for its use and
ing that for negligence) for any loss resulting from such advice or information is
or their subcontractors, suppliers or advisors. Users should note that all BCA
subject to revision from time to time and should therefore ensure that they are inn.
sed in compliance with the accompanying publication 'Spreadsheets for concrete
available from British Cement Association, Telford Avenue, Crowthorne, Berkshire