RCCe21 Subframe Analysis

8/14/2019 RCCe21 Subframe Analysis

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Project Spreadsheets to BS 8110 & EC2

Client Advisory Group Made by Date Sheet No

Location Spine Beam - SCHEME 4 rmw 15-Feb-2010 146

Checked Revision Job No

chg - R68

SPANS LOCATION from grid C to grid EType

SPAN 1 6.000 3.200 600 400 R 400 on LHS of span

2.800 500 666 150 T 1506 on RHS of span

SPAN 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

0.000 0

SPAN 4 7.200 7.200 600 400 R 400

0.000 0

SPAN 5 0

0.000 0

SPAN 6 0

0.000 0

SUPPORTS BELOWEnd Cond End Cond

Support 1 K 300

Support 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 1.35IMPOSED 0 1.5

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 0.000 ~~~~~ 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 6

UDL ~~~~~ ~~~~~ 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 0.0 0.0

MIN ULTIMATE 172.9 741.9 240.3 341.9 339.1 0.0 0.0

Characteristic Dead 210.1 723.8 303.8 360.5 344.6 0.0 0.0

Char. Imposed 86.7 258.7 156.6 146.9 132.7 0.0 0.0

REINFORCED CONCRETECOUNCIL

SUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)

Originated from RCCe21.xls' on CD 1999 BCA for RCC

L (m) Segment (m) H (mm) bw (mm) hf (mm) bf (mm)

ABOVELength (m) H (mm) B (mm) Length (m) H (mm) B (mm)

LOADING (characteristic)


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Client Advisory Group Made by Date Page

Location Spine Beam - SCHEME 4, from C to E rmw 15-Feb-10 147

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

C Elastic Moments E C Redistributed Envelope E

SUPPORT No 1 2 3 4 5

Elastic M 0.0 994.9 534.5 620.5 528.6 ~ ~ kNm

Redistributed M 0.0 895.4 534.5 496.4 475.7 ~ ~ 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 0 0

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 ~ ~

C Elastic Shears E C Redistributed Shears ESPAN No 1 2 3

Elastic V 426.6 711.4 673.9 631.6 16.2 29.7 kN

Redistributed V 413.7 705.2 660.1 629.8 15.2 35.3 kN

SPAN No 4 0 0

Elastic V 680.7 657.1 0.0 0.0 0.0 0.0 kN

Redistributed V 670.0 664.3 0.0 0.0 0.0 0.0 kN

1 2 3 4 5

ADJACENT SPANS Above 34.5 -225.4 253.7 -290.5 0.0

LOADED Below 27.6 -180.3 202.9 -232.4 0.0

ODD SPANS Above 0.0 -78.1 -98.6 136.3 -153.5 0.0 0.0

LOADED Below 0.0 -62.5 -78.9 109.0 -122.8 0.0 0.0

EVEN SPANS Above 0.0 132.4 -239.6 265.0 -139.8 0.0 0.0

LOADED Below 0.0 105.9 -191.7 212.0 -234.9 0.0 0.0

REINFORCED CONCRETECOUNCIL

BENDING MOMENTS (kNm ultimate)

SHEARS (kN ultimate)

COLUMN Ms (kNm ultimate)

0 5 10 15 20 25 30-1000.00

-500.00

0.00

500.00

1000.00

1500.00

0 5 10 15 20 25 30-1000.00

-500.00

0.00

500.00

1000.00

1500.00

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


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Location Advisory Group ANALYSIS I



ANALYSISMin 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

I 0 0 ### ### ### ### ### ### ### ###

Stiffness 0 0 ### ### 949218750 759375000 ### ### ### ### 5

Sum ### ### ###

Factor 0 0 1 0.38 0.2 0.16 0.25 0.25 0.28 0.23

SUPT 4 SUPT 5 SUPT 6

L Up col Lo col R L Up col Lo col R L Up col Lo col

I ### ### ### ### ### ### 0 0 0 0

Stiffness 506250000 ### ### ### ### ### ### 0 0 0 0

Sum 2.6E+09 2.1E+09 0

Factor 0.2 0.23 0.18 0.39 0.48 0.29 0.23 0 1 0 0SUPT 7

L Up col Lo col

I #DIV/0! 0 0 Partial UDL factors

Stiffness 0 0 0 1 2 3 4 5

Sum 0 a 0 0.67 0 0 #DIV/0!

Factor 0 0 0 b 0 0.44 0 0 #DIV/0!

Fixed End MomentsSPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN

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

Cant 1750.86 2496.72 0 2521.24 0 0

UDL 238.23 345.39 256.32 175.68 0 0 420.21 420.21 0 0 0

PL 1 0 0 7.6 22.77 0 0 0 0 0 0 0

PL 2 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

FEM 238.2 345.4 494.2 340.3 0.0 0.0 420.2 420.2 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

PL 1 0.0 0.0 7.4 22.2 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

part UDL 0.0 0.0 161.0 99.2 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

Moment DistributionHiCol SUPT 1 LoCol HiCol SUPT 2 LoCol HiCol SUPT 3 LoCol

Min load -238.23 345.39 -494.23 340.3 0

0 238.23 0 30.38 56.36 37.79 24.31 -95.88 -85.8 -81.91 -76.71

28.18 119.12 -42.9 18.9 41.34

0 -28.18 0 -15.56 -28.86 -19.35 -12.45 -16.97 -15.19 -14.5 -13.58

-14.43 -14.09 -7.59 -9.68 14.03

0 14.43 0 4.43 8.21 5.51 3.54 -1.23 -1.1 -1.05 -0.98

4.11 7.22 -0.55 2.75 2.66

0 -4.11 0 -1.36 -2.52 -1.69 -1.09 -1.52 -1.36 -1.3 -1.22

-1.26 -2.05 -0.68 -0.85 0.71

0 1.26 0 0.56 1.04 0.69 0.45 0.04 0.03 0.03 0.03

0.52 0.63 0.02 0.35 0.19

0 -0.52 0 -0.13 -0.25 -0.16 -0.11 -0.15 -0.14 -0.13 -0.12

-0.12 -0.26 -0.07 -0.08 0.03

0 0.12 0 0.07 0.12 0.08 0.05 0.01 0.01 0.01 0.01

Sum 0.0 0.0 0.0 18.4 490.1 -523.1 14.7 -115.7 248.2 -39.9 -92.6

3037500000


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Location Advisory Group ANALYSIS II


Originated from RCCe21.xls ' on CD 1999 BCA for RCC

Moment Distribution contLive on -215.64 312.63 -450.37 314.61

1,2, 5 & 6 0 215.64 0 28.12 52.16 34.97 22.49 -88.64 -79.32 -75.73 -70.92 26.08 107.82 -39.66 17.49 0

0 -26.08 0 -13.91 -25.81 -17.31 -11.13 -4.93 -4.41 -4.21 -3.94 8

-12.9 -13.04 -2.2 -8.65 3.73

0 12.9 0 3.11 5.77 3.87 2.49 1.39 1.24 1.19 1.11 0

2.89 6.45 0.62 1.94 0.21

0 -2.89 0 -1.44 -2.68 -1.8 -1.16 -0.6 -0.54 -0.52 -0.48 0

-1.34 -1.44 -0.27 -0.9 0.12

0 1.34 0 0.35 0.65 0.43 0.28 0.22 0.2 0.19 0.18 0

0.32 0.67 0.1 0.22 0.04

0 -0.32 0 -0.16 -0.29 -0.2 -0.13 -0.07 -0.06 -0.06 -0.06 -0

-0.15 -0.16 -0.03 -0.1 0

0 0.15 0 0.04 0.07 0.05 0.03 0.03 0.03 0.02 0.02 0

Sum 0.0 0.0 0.0 16.1 442.8 -471.8 12.9 -92.6 241.7 -75.0 -74.1

Live on 0

3 & 4 0 0 0 0 0 0 0 0 0 0 0 8

0 0 0 0 37.42

0 0 0 0 0 0 0 -10.54 -9.43 -9.01 -8.43 2

0 0 -4.72 0 9.05

0 0 0 0.96 1.79 1.2 0.77 -2.55 -2.28 -2.18 -2.04 5

0.89 0 -1.14 0.6 2.2

0 -0.89 0 0.23 0.43 0.29 0.19 -0.79 -0.71 -0.67 -0.63 1

0.22 -0.45 -0.35 0.14 0.53

0 -0.22 0 0.16 0.3 0.2 0.13 -0.19 -0.17 -0.16 -0.15 0

0.15 -0.11 -0.09 0.1 0.14

0 -0.15 0 0.04 0.07 0.05 0.03 -0.07 -0.06 -0.06 -0.05 0

0.04 -0.08 -0.03 0.02 0.03

0 -0.04 0 0.02 0.04 0.03 0.02 -0.02 -0.01 -0.01 -0.01 0

Sum 0.0 0.0 0.0 1.4 2.0 -4.6 1.1 -14.2 -11.8 37.3 -11.3 1

Live on -450.37 314.61 0

2, 3 & 6 0 0 0 91.93 170.54 114.35 73.55 -88.64 -79.32 -75.73 -70.92

85.27 0 -39.66 57.17 0

0 -85.27 0 8.1 15.02 10.07 6.48 -16.11 -14.42 -13.76 -12.89 8

7.51 -42.63 -7.21 5.04 3.73

0 -7.51 0 10.17 18.87 12.65 8.14 -2.47 -2.21 -2.11 -1.97 1

9.44 -3.75 -1.1 6.33 0.68

0 -9.44 0 0.99 1.84 1.23 0.79 -1.97 -1.77 -1.69 -1.58 0

0.92 -4.72 -0.88 0.62 0.28

0 -0.92 0 1.14 2.12 1.42 0.91 -0.25 -0.23 -0.22 -0.2 0

1.06 -0.46 -0.11 0.71 0.11

0 -1.06 0 0.12 0.22 0.15 0.09 -0.23 -0.21 -0.2 -0.19 0

0.11 -0.53 -0.1 0.07 0.02 0 -0.11 0 0.13 0.24 0.16 0.1 -0.03 -0.02 -0.02 -0.02 0

Sum 0.0 0.0 0.0 112.6 156.7 -359.4 90.1 -109.7 286.4 -88.9 -87.8 1

Live on -215.64 312.63

1,4 & 5 0 215.64 0 -63.82 -118.38 -79.38 -51.05 0 0 0 0 8

-59.19 107.82 0 -39.69 37.42

0 59.19 0 -22.01 -40.83 -27.38 -17.61 0.64 0.57 0.55 0.51 2

-20.41 29.6 0.29 -13.69 9.05

0 20.41 0 -6.1 -11.32 -7.59 -4.88 1.31 1.17 1.12 1.04 4

-5.66 10.21 0.58 -3.79 1.73

0 5.66 0 -2.2 -4.09 -2.74 -1.76 0.58 0.52 0.5 0.46 0

-2.04 2.83 0.26 -1.37 0.37

0 2.04 0 -0.63 -1.17 -0.78 -0.5 0.28 0.25 0.24 0.23 0

-0.58 1.02 0.13 -0.39 0.06

0 0.58 0 -0.23 -0.43 -0.29 -0.19 0.09 0.08 0.08 0.08 0

-0.22 0.29 0.04 -0.15 0.01


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0 0.22 0 -0.07 -0.13 -0.08 -0.05 0.04 0.04 0.03 0.03

Sum 0.0 0.0 0.0 -95.1 288.1 -116.9 -76.0 2.9 -56.4 51.2 2.4 1


Location Advisory Group ANALYSIS III



Moment Distribution contLive on -215.64 312.63 0

Odd Spans 0 215.64 0 -63.82 -118.38 -79.38 -51.05 0 0 0 0

-59.19 107.82 0 -39.69 0

0 59.19 0 -22.01 -40.83 -27.38 -17.61 11.18 10.01 9.55 8.95

-20.41 29.6 5 -13.69 0

0 20.41 0 -7.06 -13.1 -8.78 -5.65 3.86 3.45 3.29 3.09 -

-6.55 10.21 1.73 -4.39 -0.47

0 6.55 0 -2.44 -4.52 -3.03 -1.95 1.37 1.23 1.17 1.1 -0

-2.26 3.28 0.61 -1.51 -0.16

0 2.26 0 -0.79 -1.47 -0.99 -0.63 0.47 0.42 0.4 0.38 -0

-0.74 1.13 0.21 -0.49 -0.08

0 0.74 0 -0.27 -0.51 -0.34 -0.22 0.16 0.14 0.14 0.13 -0

-0.25 0.37 0.07 -0.17 -0.03

0 0.25 0 -0.09 -0.17 -0.11 -0.07 0.06 0.05 0.05 0.04 -0

Sum 0.0 0.0 0.0 -96.5 286.0 -112.4 -77.2 17.1 -44.6 13.9 13.7 -

Live on -450.37 314.61

Even Spans 0 0 0 91.93 170.54 114.35 73.55 -88.64 -79.32 -75.73 -70.92 8

85.27 0 -39.66 57.17 37.42

0 -85.27 0 8.1 15.02 10.07 6.48 -26.65 -23.85 -22.77 -21.32 2

7.51 -42.63 -11.92 5.04 12.78

0 -7.51 0 11.14 20.66 13.85 8.91 -5.02 -4.49 -4.29 -4.02 6

10.33 -3.75 -2.25 6.93 2.88

0 -10.33 0 1.22 2.27 1.52 0.98 -2.76 -2.47 -2.36 -2.21

1.14 -5.16 -1.24 0.76 0.81

0 -1.14 0 1.31 2.42 1.63 1.05 -0.44 -0.4 -0.38 -0.35 0

1.21 -0.57 -0.2 0.81 0.25

0 -1.21 0 0.16 0.29 0.19 0.13 -0.3 -0.27 -0.26 -0.24 0

0.15 -0.61 -0.13 0.1 0.06

0 -0.15 0 0.15 0.28 0.19 0.12 -0.04 -0.04 -0.04 -0.03 0

Sum 0.0 0.0 0.0 114.0 158.8 -364.0 91.2 -123.9 274.6 -51.6 -99.1 1

Elastic Support Moments (3.3)Support 1 2 3 4 5 6

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

Spans 34 0.0 492.1 527.7 236.4 2.6 161.3 617.9 523.6 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

Spans 145 0.0 778.1 640.1 191.7 -11.3 167.0 620.5 522.9 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 Even Spans 0.0 648.8 887.1 522.7 91.5 124.1 601.1 528.6 0.0 0.0 0.0

Redistribution (3.5) method1b - 90.00% 90.00% 1 80.00% 90.00% 1

b + 110.00% 110.00% 1 120.00% 110.00% 1

Max M 0.0 895.4 534.5 496.4 475.7 0.0

Dead only 0.0 490.1 523.1 248.2 39.9 68.5 317.0 277.0 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

Spans 34 0.0 541.3 580.5 236.4 2.6 193.5 496.4 475.7 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

Spans 145 0.0 855.9 704.1 191.7 -11.3 200.4 496.4 475.7 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

Even Spans 0.0 713.7 895.4 522.7 91.5 148.9 496.4 475.7 0.0 0.0 0.0


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Location Advisory Group ANALYSIS IV



Total Ultimate Loads

Span 1 2 3UDL PL1 PL2 ptUD UDL PL1 PL2 ptUD UDL PL1 PL2 p

Dead only 583.62 0 0 0 360 72 0 226.9 0 0 0

Spans 1256 1111.89 0 0 0 756 142.2 0 385.51 0 0 0

Spans 34 583.62 0 0 0 360 72 0 226.9 0 0 0

Spans 236 583.62 0 0 0 756 142.2 0 385.51 0 0 0

Spans 145 1111.89 0 0 0 360 72 0 226.9 0 0 0

Odd Spans 1111.89 0 0 0 360 72 0 226.9 0 0 0

Even Spans 583.62 0 0 0 756 142.2 0 385.51 0 0 0

Span 4 5 6

Dead only 700.34 0 0 0 0 0 0 0 0 0 0

Spans 1256 700.34 0 0 0 0 0 0 0 0 0 0

Spans 34 1334.26 0 0 0 0 0 0 0 0 0 0

Spans 236 700.34 0 0 0 0 0 0 0 0 0 0

Spans 145 1334.26 0 0 0 0 0 0 0 0 0 0 Odd Spans 700.34 0 0 0 0 0 0 0 0 0 0

Even Spans 1334.26 0 0 0 0 0 0 0 0 0 0

Elastic Shears Span 1 2 3

Spans 1256 400.47 711.42 673.88 609.83 12.97 -12.97

Spans 34 209.8 373.82 352.59 306.3 -26.44 26.44

Spans 236 184.01 399.61 652.07 631.64 16.24 -16.24

Spans 145 426.26 685.63 374.4 284.49 -29.72 29.72

Odd Spans 426.59 685.29 372.13 286.77 -8.05 8.05

Even Spans 183.68 399.94 654.34 629.37 -5.43 5.43

Span 4 5 6

Spans 1256 353.19 347.16 0 0 0 0

Spans 34 680.22 654.04 0 0 0 0

Spans 236 352.72 347.63 0 0 0 0

Spans 145 680.69 653.57 0 0 0 0

Odd Spans 356.2 344.14 0 0 0 0

Even Spans 677.21 657.06 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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Location Advisory Group ANALYSIS V



SPAN MOMENTS

SPAN 1 Left < > PL1 < > PL2 < > Right Loadings 0

Elastic V 1256 400.5 0 400.5 0 400.5 100 711.4 185.31 0 0 34 209.8 0 209.8 0 209.8 100 373.8 97.27 0 0

236 184.0 0 184.0 0 184.0 100 399.6 97.27 0 0

145 426.3 0 426.3 0 426.3 100 685.6 185.31 0 0

Odd 426.6 0 426.6 0 426.6 100 685.3 185.31 0 0

Even 183.7 0 183.7 0 183.7 100 399.9 97.27 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 0.0 432.7 932.8 432.71

34 0.0 0.0 0.0 0.0 0.0 226.3 492.1 226.26

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 0.0 491.0 776.1 491.01

Even 0.0 0.0 0.0 0.0 0.0 173.4 648.8 173.42 b

Redist M 1256 0.0 0.0 0.0 0.0 0.0 446.3 895.4 446.29 1.03

34 0.0 0.0 0.0 0.0 0.0 208.9 541.3 208.92 0.92

236 0.0 0.0 0.0 0.0 0.0 154.3 711.5 154.25 0.89

145 0.0 0.0 0.0 0.0 0.0 460.9 855.9 460.86 0.94

Odd 0.0 0.0 0.0 0.0 0.0 461.7 853.7 461.68 0.94

Even 0.0 0.0 0.0 0.0 0.0 153.6 713.7 153.6 0.89

SPAN 3 Left < > PL1 < > PL2 < > Right Loadings 0 Elastic V 1256 13.0 0 13.0 0 13.0 100 -13.0 0 0 0

34 -26.4 100 -26.4 0 -26.4 0 26.4 0 0 0 236 16.2 0 16.2 0 16.2 100 -16.2 0 0 0

145 -29.7 100 -29.7 0 -29.7 0 29.7 0 0 0

Odd -8.0 100 -8.0 0 -8.0 0 8.0 0 0 0

Even -5.4 100 -5.4 0 -5.4 0 5.4 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


8/28

Even 0.000 0.000 0.000 0.000 0.000


9/28


Location Advisory Group ANALYSIS V



SPAN MOMENTS cont

SPAN 3 cont Redist 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 (3.2.2.1b)

Even 0.000 0.000 0.000 0.000 0.000 Max

Elastic M 1256 114.9 -114.9 -114.9 -114.9 -114.9 -114.9 37.1 -114.92

34 2.6 -2.6 -2.6 -2.6 -2.6 -2.6 161.3 -2.6

236 128.8 -128.8 -128.8 -128.8 -128.8 -128.8 31.3 -128.79

145 -11.3 11.3 11.3 11.3 11.3 11.3 167.0 11.26

Odd 26.0 -26.0 -26.0 -26.0 -26.0 -26.0 74.3 -26.02

Even 91.5 -91.5 -91.5 -91.5 -91.5 -91.5 124.1 -91.51 b

Redist M 1256 114.9 -114.9 -114.9 -114.9 -114.9 -114.9 44.5 -114.92 1

34 2.6 -2.6 -2.6 -2.6 -2.6 -2.6 193.5 -2.6 1

236 128.8 -128.8 -128.8 -128.8 -128.8 -128.8 37.6 -128.79 1

145 -11.3 11.3 11.3 11.3 11.3 11.3 200.4 11.26 1

Odd 26.0 -26.0 -26.0 -26.0 -26.0 -26.0 89.2 -26.02 1

Even 91.5 -91.5 -91.5 -91.5 -91.5 -91.5 148.9 -91.51 1

::

SPAN 5 Left < > PL1 < > PL2 < > Right Loadings 0 Elastic V 1256 0.0 100 0.0 100 0.0 100 0.0 0 0 0

34 0.0 100 0.0 100 0.0 100 0.0 0 0 0

236 0.0 100 0.0 100 0.0 100 0.0 0 0 0

145 0.0 100 0.0 100 0.0 100 0.0 0 0 0

Odd 0.0 100 0.0 100 0.0 100 0.0 0 0 0

Even 0.0 100 0.0 100 0.0 100 0.0 0 0 0

Redist V 1256 0.0 100 0.0 100 0.0 100 0.0 0

34 0.0 100 0.0 100 0.0 100 0.0 236 0.0 100 0.0 100 0.0 100 0.0

145 0.0 100 0.0 100 0.0 100 0.0

Odd 0.0 100 0.0 100 0.0 100 0.0

Even 0.0 100 0.0 100 0.0 100 0.0

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

Redist 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 (3.2.2.1b)

Even 0.000 0.000 0.000 0.000 0.000 Max

Elastic M 1256 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0

34 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0

236 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0

145 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0

Odd 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0

Even 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 b

Redist M 1256 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0

34 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0

236 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0

145 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0

Odd 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0

Even 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0


10/28

de by rmw Job No R68

15-Feb-10

LoCol HiCol SUPT 7 LoCol

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0.0 0.0 0.0 0.0


11/28


15-Feb-10

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0.0 0.0 0.0 0.0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

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

0.0 0.0 0.0 0.0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0


12/28

0 0 0 0

0.0 0.0 0.0 0.0


15-Feb-10

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0.0 0.0 0.0 0.0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0

0 0 0 0

0.0 0.0 0.0 0.0


13/28


15-Feb-10


14/28


15-Feb-10

Right Loadings 0.75 4.8

609.8 105 142.2 0 80.31306.3 50 72 0 47.27

631.6 105 142.2 0 80.31

284.5 50 72 0 47.27

286.8 50 72 0 47.27

629.4 105 142.2 0 80.31

623.6 7.2

299.0

629.8

275.6

277.9

628.2

(3.2.2.1b)

Max

489.9 436.57

236.4 233.03

534.5 463.84

191.7 210.1203.5 205.12

522.7 468.03 b

489.9 481.84 1.1

236.4 209.78 0.9

534.5 457.84 0.99

191.7 183.96 0.88

203.5 178.95 0.87

522.7 464.16 0.99

Right Loadings 0 0

347.2 97.27 0 0 0

654.0 185.31 0 0 0

347.6 97.27 0 0 0

653.6 185.31 0 0 0

344.1 97.27 0 0 0

657.1 185.31 0 0 0

342.6 7.2

664.3

343.2

664.3

339.1

664.3


15/28


16/28


15-Feb-10

(3.2.2.1b)

Max

281.2 338.35

523.6 630.53

281.9 339.27

522.9 629.63

276.2 332.55

528.6 636.29 b

309.3 294.25 0.87

475.7 714.81 1.13

310.1 295.37 0.87

475.7 714.81 1.14303.9 287.21 0.86

475.7 714.81 1.12

Right Loadings 0 0

0.0 0 0 0 0

0.0 0 0 0 0

0.0 0 0 0 0

0.0 0 0 0 0

0.0 0 0 0 0

0.0 0 0 0 0

0.0 0

0.0

0.0

0.0

0.0

0.0

(3.2.2.1b)

Max

0.0 0

0.0 0

0.0 0

0.0 0

0.0 0

0.0 0 b

0.0 0 0

0.0 0 0

0.0 0 0

0.0 0 0

0.0 0 0

0.0 0 0


17/28


Location Advisory Group GRAPH DATA ISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)


LOADING DIAGRAM 54.08BEAM 0 26.4

0 0

SUPPORTS 0 0 6 6 13.2 13.2 19.2 19.2 26.4 26.4 26.4

-54.08 0 ### 194.7 ### 194.7 ### 194.7 ### 194.7 -54.0

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

0 97.27 97.27 0 50 50 0 0 0 0 97.27 97.27 0 0 0 0

L UDL 97.27 133.27 133.27 97.27 75 75 50 0 0 0 133.27 133.27 97.27 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.

133.27 133.27 133.27 133.27 75 122.27 122.27 75 0 0 0 0 133.

L PUDL 133.27 133.27 133.27 133.27 75 100 100 75 0 0 0 0 133.

PL 1 0 0 12.75 12.75 13.2 13.2 19.2 19.2 26.4 26.4 26.4

133.27 133.27 75 147 0 0 133.27 133.27 0 0 0

133.27 133.27 147 177 0 0 133.27 133.27 0 0 0

PL 2 0 0 6 6 13.2 13.2 19.2 19.2 26.4 26.4 26.4

133.27 133.27 75 75 0 0 133.27 133.27 0 0 0

133.27 133.27 75 75 0 0 133.27 133.27 0 0 0MOMENT 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

M(e) all 0 0 -111.8 ### ### ### ### ### ### ### ### ### ### ### ### -47.4

0 0 -58.56 ### ### ### ### ### -226.1 ### ### ### ### ### -78.48 -23.2

0 0 -50.83 -92.9 ### ### ### ### ### ### ### ### -77.6 -32.13 22.1 85.0

0 0 ### -222.4 ### ### ### ### ### ### ### ### ### -333.7 -253.1 ###

M(e) odd 0 0 ### -222.6 ### ### ### ### ### ### ### ### ### -334.9 -254.4 ###

M(e) even 0 0 -50.73 -92.7 ### ### ### ### ### ### ### ### -76.5 -30.92 23.4 86.4

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

M(r) all 0 0 ### ### ### ### ### ### ### ### ### -386.2 ### -263.3 ### -73.6

0 0 -56.1 ### ### ### ### -205.3 ### -203.7 ### ### ### -95.45 -46.5 11.

0 0 -47.59 -86.43 ### ### ### ### -149.3 ### ### -81.97 -42.02 6.68 64.14 130.

0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ###

M(r) odd 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ###

M(r) even 0 0 -47.48 -86.21 ### -137.4 ### ### ### ### ### -80.87 -40.81 8 65.57 131

70% max 0 0 -35.51 -64.89 -88.14 ### ### ### ### ### -98.96 -79.32 -53.55 -21.65 16.38 60.5

70% min 0 0 -83.75 ### ### ### ### ### ### ### ### ### -279.1 ### ### ###

Lower bound 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ###

Upper bound 0 0 0 0 0 0 0 0 0 0 0 0 0 8 65.57 131

Beam 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

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 11.0

M(e) all 994.93 759.13 536.95 332.74 152.52 -3.69 ### ### -328.2 ### ### ### ### ### ##

527.7 404.01 286.8 178.64 83.06 0.09 -70.27 ### ### ### ### ### ### ### ###

882.55 654.6 440.27 243.92 71.55 -76.81 ### ### ### ### ### ### ### ### ##640.08 508.54 383.47 267.46 164.04 73.22 -5 -70.61 ### -164 ### ### ### ### ##

M(e) odd 635.52 504.8 380.55 265.36 162.75 72.75 -4.65 -69.44 ### -161.2 ### ### -204.3 ### -17

M(e) even 887.11 658.35 443.19 246.02 72.83 -76.34 -201.5 ### ### ### ### ### ### ### ##

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

M(r) all 895.43 664.62 447.4 248.18 72.93 -78.31 ### ### -387.9 ### ### ### ### ### ###

580.47 454.14 334.29 223.49 125.28 39.67 -33.33 -93.73 ### -176.7 ### ### ### ### ###

895.43 666.85 451.87 254.87 81.86 -67.14 ### ### ### ### ### ### ### ### ##

704.09 569.35 441.08 321.87 215.24 121.22 39.81 -29 -85.2 -128.8 ### ### ### ### ###

M(r) odd 699.08 565.17 437.75 319.38 213.59 120.41 39.84 -28.13 -83.49 ### -156.4 ### ### ### ###

M(r) even 895.43 666.26 450.69 253.1 79.5 -70.09 ### ### ### ### ### ### ### ### ###

70% max 696.45 531.39 375.86 232.92 114.83 51.25 -3.26 -48.61 -85.14 ### ### ### ### ### -11

70% min 369.39 282.81 200.76 125.04 50.08 -53.77 ### ### ### ### ### ### ### ### -236

Lower bound 0 0 0 0 0 -78.31 ### ### -387.9 ### ### ### ### ### ###

Upper bound 895.43 666.85 451.87 321.87 215.24 121.22 39.84 0 0 0 0 0 0 0 0

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


18/28


Location Advisory Group GRAPH DATA IISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)


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

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.

M(e) all 114.92 111.03 107.14 103.25 99.36 95.47 91.58 87.69 83.8 79.91 76.02 72.13 68.24 64.35 60.4

2.6 10.54 18.47 26.4 34.33 42.27 50.2 58.13 66.06 74 81.93 89.86 97.79 105.73 113

128.79 123.92 119.05 114.17 109.3 104.43 99.56 94.68 89.81 84.94 80.07 75.19 70.32 65.45 60.5

-11.26 -2.35 6.57 15.48 24.4 33.31 42.23 51.14 60.06 68.97 77.89 86.8 95.71 104.63 113.

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 59.8

M(e) even 91.51 93.14 94.76 96.39 98.02 99.65 101.28 102.91 104.53 106.16 107.79 109.42 111.05 112.68 114

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

M(r) all 114.92 111.4 107.88 104.37 100.85 97.33 93.81 90.29 86.77 83.25 79.73 76.21 72.7 69.18 65.6

2.6 12.15 21.69 31.24 40.78 50.33 59.87 69.42 78.96 88.51 98.05 107.6 117.14 126.69 136.

128.79 124.23 119.67 115.11 110.55 106 101.44 96.88 92.32 87.76 83.2 78.64 74.08 69.52 64.9

-11.26 -0.68 9.91 20.49 31.08 41.66 52.25 62.83 73.42 84 94.59 105.17 115.76 126.34 136.

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 70.2

M(r) even 91.51 94.38 97.25 100.11 102.98 105.85 108.72 111.59 114.46 117.33 120.2 123.07 125.94 128.8 131.

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 80.0

70% min -7.89 -1.64 4.6 10.84 17.08 23.32 28.35 30.04 31.73 33.42 35.11 36.8 38.49 40.18 41.8Lower bound -11.26 -1.64 0 0 0 0 0 0 0 0 0 0 0 0 0

Upper bound 128.79 124.23 119.67 115.11 110.55 106 108.72 111.59 114.46 117.33 120.2 123.07 125.94 128.8 136.

Beam 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 5.0

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 24.2

M(e) all 302.86 182.01 73.77 -21.86 ### -175.3 ### ### ### ### ### ### ### ### -241

617.89 385.02 176.16 -8.67 -169.5 -306.3 ### ### ### ### ### ### ### ### ##

300.23 179.56 71.49 -23.97 ### ### ### ### ### ### ### ### ### ### ##

620.51 387.47 178.45 -6.56 ### ### ### ### ### ### ### ### ### ### ##

M(e) odd 319.66 197.73 88.41 -8.31 -92.42 ### ### ### -302.8 ### ### ### ### ### ##

M(e) even 601.08 369.3 161.53 -22.22 ### ### ### ### ### ### ### ### ### ### ##

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

M(r) all 363.43 240.96 131.1 33.85 -50.8 ### ### ### ### ### ### ### ### ### ##

496.41 267.21 62.04 ### ### -409.4 ### -603.6 ### ### ### ### ### ### ##

360.28 238.01 128.35 31.3 -53.15 -125 ### ### ### ### ### ### ### ### ##

496.41 267.21 62.04 ### ### -409.4 ### -603.6 ### ### ### ### ### ### ##

M(r) odd 383.6 259.85 148.71 50.18 -35.75 ### ### ### ### ### ### ### ### ### ##

M(r) even 496.41 267.21 62.04 ### ### -409.4 ### -603.6 ### ### ### ### ### ### ##

70% max 434.36 271.23 124.91 -4.59 -64.69 ### ### ### ### ### ### ### ### -197.5 ##

70% min 210.16 125.69 50.04 -16.78 ### ### ### ### ### ### ### ### ### ### ##

Lower bound 0 0 0 ### ### -409.4 ### -603.6 ### ### ### ### ### ### ##

Upper bound 496.41 271.23 148.71 50.18 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

SPAN 5

Local X 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.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

M(e) odd 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

Beam 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

M(r) odd 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

70% max 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

Lower bound 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

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


19/28


Location Advisory Group GRAPH DATA IIISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)


SPAN 6Local X 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.

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

M(e) odd 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

Beam 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 0M(r) odd 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

70% max 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

Lower bound 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

Beam 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.

V(e) all 0 400.47 400.47 400.47 400.47 400.47 ### 673.88 ### ### ### ### ### 12.97 12.9

0 209.8 209.8 209.8 209.8 209.8 ### 352.59 -211.8 -283.8 -283.8 -283.8 -306.3 -26.44 -26.

0 184.01 184.01 184.01 184.01 184.01 ### 652.07 ### ### ### ### ### 16.24 16.2

0 426.26 426.26 426.26 426.26 426.26 ### 374.4 ### ### ### ### ### -29.72 -29.

V(e) odd 0 426.59 426.59 426.59 426.59 426.59 ### 372.13 ### ### ### ### ### -8.05 -8.0

V(e) even 0 183.68 183.68 183.68 183.68 183.68 ### 654.34 ### ### ### ### ### -5.43 -5.4

V(r) all 0 406.7 406.7 406.7 406.7 406.7 ### 660.06 -434.2 -576.4 -576.4 -576.4 ### 11.73 11.7

0 201.6 201.6 201.6 201.6 201.6 ### 359.92 ### ### ### ### ### -31.82 -31.

0 173.23 173.23 173.23 173.23 173.23 ### 653.86 -440.4 -582.6 -582.6 -582.6 ### 15.2 15.

0 413.29 413.29 413.29 413.29 413.29 -698.6 383.29 -181.1 -253.1 -253.1 -253.1 -275.6 -35.28 -35.

V(r) odd 0 413.66 413.66 413.66 413.66 413.66 ### 380.96 ### ### ### ### ### -10.52 -10.

V(r) even 0 172.86 172.86 172.86 172.86 172.86 ### 655.5 ### ### ### ### ### -9.56 -9.5

Beam 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.-714.81 994.93 ### 994.93 ### 994.93 ### 994.93 ### 994.93 ##


20/28

w Job No R68

15-Feb-10


21/28

w Job No R68

15-Feb-10


22/28

0

30-Dec-99

SPAN 6

0 0 0 0 0

26.4 26.4 26.4 26.4 26.4

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 0 0

0 0 0 0 0


23/28


Location Advisory Group SEGMENTS ISUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)


NON-PRISMATIC FEM'S

distance 0.01 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6

width 0.03 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05

SPAN 1 Aw1 = 240000 Af1 =0 Xbar1 =300 I1 = ### Xbar =3.24 Ix left Aw2 = 333000 Af2 = 126000 Xbar2 = 201.96 I2 = ### I0 = ### e = -0.24 ###

distance 0.08 0.3 0.6 0.9 1.2 1.5 1.8 2.1 2.4 2.7 3 3.3 3.6

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 0.3

Ixx ### ### ### ### ### ### ### ### ### ### ### ### ###

MOMENT

UDL 0.22 0.86 1.62 2.3 2.88 3.38 3.78 4.1 4.32 4.46 4.5 4.46 4.32

PL1 0 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 0

pUDL 0 0 0 0 0 0 0 0 0 0 0 0 0

MOMENT AREA

UDL 0.03 0.22 0.41 0.58 0.73 0.86 0.96 1.04 1.1 1.13 1.14 1.57 1.52 PL1 0 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 0

pUDL 0 0 0 0 0 0 0 0 0 0 0 0 0

AREA x DISTANCE

UDL 0 0.07 0.25 0.53 0.88 1.29 1.73 2.19 2.64 3.06 3.43 5.18 5.48

PL1 0 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 0

pUDL 0 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 57.3 3.184 2.816 2.45 3.55 14.7 10.14

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 = ### Xbar =3.14 Ix left Aw2 = 180000 Af2 =0 Xbar2 =225 I2 = ### I0 = ### e =0.46 ###

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 4.32

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 0.36

Ixx ### ### ### ### ### ### ### ### ### ### ### ### ###

MOMENT

UDL 0.32 1.23 2.33 3.3 4.15 4.86 5.44 5.9 6.22 6.42 6.48 6.42 6.22

PL1 0.01 0.02 0.05 0.07 0.09 0.11 0.14 0.16 0.18 0.2 0.23 0.25 0.27

PL2 0 0 0 0 0 0 0 0 0 0 0 0 0

pUDL 0.24 0.97 1.94 2.86 3.65 4.31 4.84 5.24 5.51 5.65 5.66 5.54 5.29

MOMENT AREA

UDL 0.07 0.52 0.98 1.39 1.75 2.05 2.29 2.48 2.62 2.7 2.73 2.7 2.62 PL1 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.09 0.1 0.11

PL2 0 0 0 0 0 0 0 0 0 0 0 0 0

pUDL 0.05 0.41 0.82 1.2 1.54 1.81 2.04 2.2 2.32 2.38 2.38 2.33 2.23

AREA x DISTANCE

UDL 0.01 0.19 0.71 1.5 2.51 3.68 4.95 6.25 7.54 8.75 9.82 10.69 11.31

PL1 0 0 0.01 0.03 0.05 0.09 0.12 0.17 0.22 0.28 0.34 0.41 0.49

PL2 0 0 0 0 0 0 0 0 0 0 0 0 0

pUDL 0 0.15 0.59 1.3 2.21 3.26 4.4 5.55 6.67 7.7 8.57 9.23 9.62


UDL 31.1 112.72 3.376 3.824 5.13 3.51 10.11 14.75

PL1 1.52 5.83 4.199 3.001 0.11 0.32 68.19 22.76

PL2 0 0 0.000 7.200 0 0 1000 1000

pUDL 28.34 93.95 3.315 3.885 4.87 3

SPAN 3 Aw1 = 180000 Af1 =0 Xbar1 =225 I1 = ### Xbar =3 Ix left Aw2 = 0 Af2 =0 Xbar2 =0 I2 = 0 I0 = ### e =0 ###

distance 0.08 0.3 0.6 0.9 1.2 1.5 1.8 2.1 2.4 2.7 3 3.3 3.6

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 0.3

Ixx ### ### ### ### ### ### ### ### ### ### ### ### ###

MOMENT

UDL 0.22 0.86 1.62 2.3 2.88 3.38 3.78 4.1 4.32 4.46 4.5 4.46 4.32

PL1 0 0 0 0 0 0 0 0 0 0 0 0 0


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Location Advisory Group SEGMENTS II



SPAN 4 Aw1 = 240000 Af1 = 0 Xbar1 =300 I1 = ### Xbar =3.6 Ix left Aw2 = 0 Af2 = 0 Xbar2 =0 I2 = 0 I0 = ### e =0 ###

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 4.32

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 0.36

Ixx ### ### ### ### ### ### ### ### ### ### ### ### ###

MOMENT

UDL 0.32 1.23 2.33 3.3 4.15 4.86 5.44 5.9 6.22 6.42 6.48 6.42 6.22

PL1 0 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 0

pUDL 0 0 0 0 0 0 0 0 0 0 0 0 0

MOMENT AREA

UDL 0.06 0.44 0.84 1.19 1.49 1.75 1.96 2.12 2.24 2.31 2.33 2.31 2.24

PL1 0 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 0

pUDL 0 0 0 0 0 0 0 0 0 0 0 0 0

AREA x DISTANCE

UDL 0.01 0.16 0.6 1.28 2.15 3.15 4.23 5.35 6.45 7.48 8.4 9.15 9.67

PL1 0 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 0

pUDL 0 0 0 0 0 0 0 0 0 0 0 0 0


UDL 31.1 112.11 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! Ix left Aw2 = 0 Af2 = 0 Xbar2 =0 I2 = 0 I0 = 0 e =#DIV/0! 0

distance 0 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 0

Ixx 0 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 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! #DIV/0!


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! #DIV/0!

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! #DIV/0!



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! #DIV/0!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! #DIV/0!





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! Ix left Aw2 = 0 Af2 = 0 Xbar2 =0 I2 = 0 I0 = #DIV/0! e =#DIV/0! #DIV/0!

distance 0 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 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! #DIV/0!

MOMENT

UDL 0 0 0 0 0 0 0 0 0 0 0 0 0




MOMENT AREA


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b No R68

b-10

0.9 0.95 0.99

0.05 0.05 0.03

5.4 5.7 5.93

0.3 0.3 0.15

### ### ###

1.62 0.85 0.22 3

0 0 0 1

0 0 0 1

0 0 0 0

0.57 0.3 0.040 0 0

0 0 0

0 0 0

3.08 1.72 0.23

0 0 0

0 0 0

0 0 0

6.48 6.84 7.11

0.36 0.36 0.18

### ### ###

2.33 1.23 0.32 3.6

0.41 0.34 0.08 0.06

0 0 0 1

1.51 0.76 0.19 2.7

0.41 0.22 0.030.07 0.06 0.01

0 0 0

0.27 0.13 0.02

2.68 1.5 0.2

0.47 0.41 0.05

0 0 0

1.74 0.92 0.12

5.4 5.7 5.93

0.3 0.3 0.15

### ### ###

1.62 0.85 0.22 3


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b No R68

b-10

6.48 6.84 7.11

0.36 0.36 0.18

### ### ###

2.33 1.23 0.32 3.6

0 0 0 1

0 0 0 1

0 0 0 0

0.84 0.44 0.06

0 0 0

0 0 0

0 0 0

5.44 3.03 0.41

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

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! #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! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!

0 0 0

0 0 0

#DIV/0! #DIV/0! #DIV/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!


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Disclaimer

Status of spreadsheet

Public release version.

Date Version

09-Aug-99 RCCe21 v1.0

All advice or information frofor those who will evaluate tand application. No liabilitinformation is accepted by th

all BCA software and publicathey are in possession of the l

This spreadsheet should be udesign to BS 8110 and EC2'RG45 6YS.

Revision history RCCe21


28/28

Action

1306

the British Cement Association and/or Reinforced Concrete Council is intendedhe significance and limitations of its contents and take responsibility for its use

(including that for negligence) for any loss resulting from such advice ore BCA, RCC or their subcontractors, suppliers or advisors. Users should note that

ions are subject to revision from time to time and should therefore ensure thatlatest version.

sed in compliance with the accompanying publication 'Spreadsheets for concretevailable from British Cement Association, Telford Avenue, Crowthorne, Berkshire

Subframe Analysis

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RCCe21 Subframe Analysis