Transcript
  • 7/28/2019 RCCen21 Subframe Analysisyey

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    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

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    600

    800

    10001200

    0 5 10 15 20 25 30

    -800

    -600

    -400

    -200

    0

    200

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    0 5 10 15 20 25 30

    -800

    -600

    -400

    -200

    0

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    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

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    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

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    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

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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

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    0 0

    0 00 0

    0 0

    0 0

    0 0

    0 0

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    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

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    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

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    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

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    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


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