Upload
hastaleb
View
218
Download
0
Embed Size (px)
Citation preview
8/14/2019 RCCe21 Subframe Analysis
1/28
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)
8/14/2019 RCCe21 Subframe Analysis
2/28
Project Spreadsheets to BS 8110 & EC2
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
8/14/2019 RCCe21 Subframe Analysis
3/28
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group ANALYSIS I
SUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls' on CD 1999 BCA for RCC
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
8/14/2019 RCCe21 Subframe Analysis
4/28
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group ANALYSIS II
SUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
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
8/14/2019 RCCe21 Subframe Analysis
5/28
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
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group ANALYSIS III
SUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls' on CD 1999 BCA for RCC
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
8/14/2019 RCCe21 Subframe Analysis
6/28
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group ANALYSIS IV
SUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls ' on CD 1999 BCA for RCC
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
8/14/2019 RCCe21 Subframe Analysis
7/28
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group ANALYSIS V
SUBFRAME 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
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
8/14/2019 RCCe21 Subframe Analysis
8/28
Even 0.000 0.000 0.000 0.000 0.000
8/14/2019 RCCe21 Subframe Analysis
9/28
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group ANALYSIS V
SUBFRAME ANALYSIS TO EC2 (DD ENV 1992-1-1 : 1992)
Originated from RCCe21.xls ' on CD 1999 BCA for RCC
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
8/14/2019 RCCe21 Subframe Analysis
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
8/14/2019 RCCe21 Subframe Analysis
11/28
de by rmw Job No R68
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
8/14/2019 RCCe21 Subframe Analysis
12/28
0 0 0 0
0.0 0.0 0.0 0.0
de by rmw Job No R68
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
8/14/2019 RCCe21 Subframe Analysis
13/28
de by rmw Job No R68
15-Feb-10
8/14/2019 RCCe21 Subframe Analysis
14/28
de by rmw Job No R68
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
8/14/2019 RCCe21 Subframe Analysis
15/28
8/14/2019 RCCe21 Subframe Analysis
16/28
de by rmw Job No R68
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
8/14/2019 RCCe21 Subframe Analysis
17/28
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 54.08BEAM 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
8/14/2019 RCCe21 Subframe Analysis
18/28
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
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
8/14/2019 RCCe21 Subframe Analysis
19/28
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
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 ##
8/14/2019 RCCe21 Subframe Analysis
20/28
w Job No R68
15-Feb-10
8/14/2019 RCCe21 Subframe Analysis
21/28
w Job No R68
15-Feb-10
8/14/2019 RCCe21 Subframe Analysis
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
8/14/2019 RCCe21 Subframe Analysis
23/28
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'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
FEM FACTORS SA Sad d L-d FEM L FEM R factorL factorR
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
8/14/2019 RCCe21 Subframe Analysis
24/28
Project Spreadsheets to BS 8110 & EC2
Location Advisory Group SEGMENTS II
SUBFRAME 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 = ### 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
FEM FACTORS SA Sad d L-d FEM L FEM R factorL factorR
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!
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! #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!
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!
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! #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!
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!
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! #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!
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! 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
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!
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! #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
8/14/2019 RCCe21 Subframe Analysis
25/28
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
8/14/2019 RCCe21 Subframe Analysis
26/28
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!
8/14/2019 RCCe21 Subframe Analysis
27/28
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
8/14/2019 RCCe21 Subframe Analysis
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
Size (kB)First public release.
Includes version comments