rccen55 axial column shorteningwwr
TRANSCRIPT
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7/28/2019 RCCen55 Axial Column Shorteningwwr
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Project Spreadsheets to EC2
Client Advisory Group Made b Date Page
Locatio Column K2 rmw
AXIAL COLUMN SHORTENING to EN 1992-1 : 2003 Checke Revision Job No
Originated from RCCe55.xls v2.2 on CD 2002-2003 BCA for RCC chg
General Data
No of Storeys 12 Cement type Occupancy at 250 days from level 0
Curing time 3 days
bient temp, C 16 Relative humidity % 65 y2 .
Time Col Floor At ageBalanc Age Perm Age
gap day fck Length H B ASL SW SW days of Gk days mpose days
Roof 14 40 3750 300 300 452 2.2 354.4 7 118.1 28 44.3 82
11 14 40 3750 300 300 1257 2.2 354.4 7 118.1 28 62.0 96
10 14 40 3750 400 400 1257 3.8 354.4 7 118.1 28 62.0 110
9 14 40 3750 450 450 1257 4.9 354.4 7 118.1 28 62.0 124
8 14 40 3750 450 450 1963 4.9 354.4 7 118.1 28 62.0 138
7 14 60 3750 450 450 1257 4.9 354.4 7 118.1 28 62.0 152
6 14 60 3750 450 450 2592 4.9 354.4 7 118.1 28 62.0 166
5 14 60 3750 500 500 3217 6.0 354.4 7 118.1 28 62.0 1804 14 60 3750 500 500 3217 6.0 354.4 7 118.1 28 62.0 194
3 14 80 3750 500 500 3217 6.0 354.4 7 118.1 28 62.0 208
2 14 80 3750 500 500 3217 6.0 354.4 7 118.1 28 62.0 222
1 14 80 3750 500 500 4825 6.0 354.4 7 118.1 28 62.0 236
Shortenings Between Floors (mm)
Creep Shrin-
Elastic kage
11 - R 1.71 1.39 3.10 0.08%
10 - 11 2.92 1.23 4.16 0.11%
9 - 10 2.39 1.27 3.67 0.10%
8 - 9 2.68 1.26 3.94 0.11%
7 - 8 3.15 1.21 4.36 0.12%
6 - 7 2.96 1.25 4.21 0.11%
5 - 6 3.22 1.18 4.40 0.12%
4 - 5 2.94 1.15 4.09 0.11%
3 - 4 3.28 1.15 4.44 0.12%
2 - 3 3.05 1.19 4.23 0.11%
1 - 2 3.33 1.19 4.52 0.12%
0 - 1 3.47 1.14 4.60 0.12%
Floor Displacements (mm)
Creep Shrin-
Elastic kage
Roof 45.00 18.5 7.9 26.3
11 41.25 20.4 7.3 27.7
10 37.50 20.4 6.7 27.1
9 33.75 20.4 6.1 26.5
8 30.00 19.7 5.4 25.1
7 26.25 18.2 4.9 23.0
6 22.50 16.5 4.2 20.8
5 18.75 14.3 3.6 17.9
4 15.00 12.1 3.0 15.1
3 11.25 9.4 2.4 11.7
2 7.50 6.6 1.7 8.3
1 3.75 3.5 0.9 4.3
INFORCED CONCRETE COUN
7-Jun-13
-
101
R68
Geometry & Loading SequPermanent Load
Floor
LEVELColumn below
TotalLevel
Level(m)
Lift Total
3.75
7.50
11.25
15.00
18.75
22.50
26.25
30.00
33.75
37.50
41.25
45.00
18.5
20.4
20.4
20.4
19.7
18.2
16.5
14.3
12.1
9.4
6.6
3.5
0
7.9
7.3
6.7
6.1
5.4
4.9
4.2
3.6
3.0
2.4
1.7
0.9
0
26.3
27.7
27.1
26.5
25.1
23.0
20.8
17.9
15.1
11.7
8.3
4.3
0.0
0 5 10 15 20 25 30
Vertical Displacement (mm)
Floors
C and E
Shrinkage
Total
N
0.3
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Project Spreadsheets to EC2Client Advisory Group
Location Column K2
AXIAL COLUMN SHORTENING to EN 1992-1 : 2003
Originated from RCCe55.xls v2.2 on CD 2002-2003 BCA for RCC
Total Creep & Elastic Shortenings
Loads at Load ime Age
ROOF P diff t011 - R Self weight 356.5 7 5.8 2.29 11.03 97753 1.24 Loads at
35.09 pplied dead 118.1 28 23.1 1.76 13.13 96441 0.35 LEVEL 11
1.71 erm imposed 44.3 82 67.8 1.44 14.89 95625 0.12 Load ime AgeS = 1.71 P diff t0
10 - 11 Self weight 356.5 21 17.4 1.86 12.67 108576 0.97 356.5 7 5.8
33.39 pplied dead 118.1 42 34.7 1.63 13.78 106984 0.30 118.1 28 23.1
2.92 erm imposed 44.3 96 79.3 1.39 15.15 105330 0.10 62.0 96 79.3
1.38
9 - 10 Self weight 356.5 35 28.9 1.50 14.53 176042 0.52 356.5 21 17.4
30.46 pplied dead 118.1 56 46.3 1.50 14.53 176042 0.17 118.1 42 34.7
2.39 erm imposed 44.3 110 90.9 1.31 15.67 174783 0.06 62.0 110 90.9
0.76
8 - 9 Self weight 356.5 49 40.5 1.51 14.42 218677 0.42 356.5 35 28.9
28.07 pplied dead 118.1 70 57.8 1.41 15.01 217984 0.14 118.1 56 46.3
2.68 erm imposed 44.3 124 #### 1.27 15.99 216965 0.05 62.0 124 ####
0.61
7 - 8 Self weight 356.5 63 52.1 1.44 14.84 227007 0.40 356.5 49 40.5
25.39 pplied dead 118.1 84 69.4 1.37 15.32 226168 0.13 118.1 70 57.8
3.15 erm imposed 44.3 138 #### 1.24 16.17 224822 0.05 62.0 138 ####
0.57
6 - 7 Self weight 356.5 77 63.6 1.01 20.21 213677 0.31 356.5 63 52.1
22.24 pplied dead 118.1 98 81.0 0.97 20.68 213394 0.10 118.1 84 69.4
2.96 erm imposed 44.3 152 #### 0.89 21.54 212910 0.04 62.0 152 ####
0.45
5 - 6 Self weight 356.5 91 75.2 0.98 20.54 225145 0.29 356.5 77 63.6
19.29 pplied dead 118.1 112 92.5 0.94 20.95 224657 0.09 118.1 98 81.0
3.22 erm imposed 44.3 166 #### 0.87 21.71 223780 0.03 62.0 166 ####
0.42
4 - 5 Self weight 356.5 105 86.8 0.95 20.91 277549 0.23 356.5 91 75.2
16.06 pplied dead 118.1 126 #### 0.91 21.27 277033 0.08 118.1 112 92.5
2.94 erm imposed 44.3 180 #### 0.85 21.97 276074 0.03 62.0 180 ####
Dcft-t0 Et Aeff
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0.33
3 - 4 Self weight 356.5 119 98.3 0.92 21.16 277193 0.23 356.5 105 86.8
13.12 pplied dead 118.1 140 #### 0.90 21.48 276743 0.07 118.1 126 ####
3.28 erm imposed 44.3 194 #### 0.84 22.11 275880 0.03 62.0 194 ####
0.33
2 - 3 Self weight 356.5 133 #### 0.72 25.75 271770 0.19 356.5 119 98.3
9.84 pplied dead 118.1 154 #### 0.70 26.05 271478 0.06 118.1 140 ####
3.05 erm imposed 44.3 208 #### 0.66 26.67 270904 0.02 62.0 208 ####
0.28
1 - 2 Self weight 356.5 147 #### 0.71 25.96 271570 0.19 356.5 133 ####
6.80 pplied dead 118.1 168 #### 0.69 26.23 271309 0.06 118.1 154 ####
3.33 erm imposed 44.3 222 #### 0.66 26.81 270784 0.02 62.0 222 ####
0.27
0 - 1 Self weight 356.5 161 #### 0.70 26.15 282087 0.18 356.5 147 ####
Applied dead 118.1 182 #### 0.68 26.40 281733 0.06 118.1 168 ####
3.47 erm imposed 44.3 236 #### 0.65 26.93 281008 0.02 62.0 236 ####0.26
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For explanations of terms, see TOOL TIPS
2.29 11.03 111537 1.09 Loads at
1.76 13.13 107891 0.31 LEVEL 101.39 15.15 105330 0.15 Load ime Age
1.55 P diff t0
1.58 14.05 176627 0.54 358.2 7 5.8 1.71 13.40 177505 0.56 Load
1.58 14.05 176627 0.18 118.1 28 23.1 1.71 13.40 177505 0.19 LE1.31 15.67 174783 0.08 62.0 110 90.9 1.31 15.67 174783 0.08 Load
0.80 0.84 P
1.61 13.86 219372 0.44 358.2 21 17.4 1.78 13.04 220512 0.47 359.2
1.48 14.64 218412 0.14 118.1 42 34.7 1.56 14.16 218990 0.14 118.1
1.27 15.99 216965 0.07 62.0 124 #### 1.27 15.99 216965 0.07 62.0
0.65 0.68
1.51 14.42 227776 0.41 358.2 35 28.9 1.61 13.86 228863 0.42 359.2
1.41 15.01 226694 0.13 118.1 56 46.3 1.48 14.64 227363 0.13 118.1
1.24 16.17 224822 0.06 62.0 138 #### 1.24 16.17 224822 0.06 62.0
0.60 0.62
1.05 19.82 213922 0.32 358.2 49 40.5 1.11 19.33 214242 0.32 359.2
1.00 20.38 213573 0.10 118.1 70 57.8 1.03 20.03 213792 0.10 118.1
0.89 21.54 212910 0.05 62.0 152 #### 0.89 21.54 212910 0.05 62.0
0.47 0.48
1.01 20.21 225553 0.29 358.2 63 52.1 1.05 19.82 226058 0.30 359.2
0.97 20.68 224969 0.10 118.1 84 69.4 1.00 20.38 225339 0.10 118.1
0.87 21.71 223780 0.05 62.0 166 #### 0.87 21.71 223780 0.05 62.0
0.44 0.44
0.97 20.63 277966 0.23 358.2 77 63.6 1.00 20.31 278466 0.24 359.2
0.94 21.04 277364 0.08 118.1 98 81.0 0.96 20.78 277748 0.08 118.1
0.85 21.97 276074 0.04 62.0 180 #### 0.85 21.97 276074 0.04 62.0
ft-t0 Et Aeff Dc
ft-t0 Et Aeff Dc
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0.35 0.35
0.95 20.91 277549 0.23 358.2 91 75.2 0.97 20.63 277966 0.23 359.2
0.91 21.27 277033 0.08 118.1 112 92.5 0.94 21.04 277364 0.08 118.1
0.84 22.11 275880 0.04 62.0 194 #### 0.84 22.11 275880 0.04 62.0
0.34 0.35
0.74 25.52 271997 0.19 358.2 105 86.8 0.76 25.26 272258 0.20 359.2
0.72 25.86 271667 0.06 118.1 126 #### 0.73 25.64 271880 0.06 118.1
0.66 26.67 270904 0.03 62.0 208 #### 0.66 26.67 270904 0.03 62.0
0.29 0.29
0.72 25.75 271770 0.19 358.2 119 98.3 0.74 25.52 271997 0.19 359.2
0.70 26.05 271478 0.06 118.1 140 #### 0.72 25.86 271667 0.06 118.1
0.66 26.81 270784 0.03 62.0 222 #### 0.66 26.81 270784 0.03 62.0
0.29 0.29
0.71 25.96 282355 0.18 358.2 133 #### 0.72 25.75 282655 0.18 359.2
0.69 26.23 281963 0.06 118.1 154 #### 0.70 26.05 282217 0.06 118.1
0.65 26.93 281008 0.03 62.0 236 #### 0.65 26.93 281008 0.03 62.00.27 0.28
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s at
EL 9ime Age
diff t0
7 5.8 2.19 11.37 223344 0.53 Loads at
28 23.1 1.68 13.50 219857 0.15 LEVEL 8124 102.5 1.27 15.99 216965 0.07 Load ime Age
0.75 P diff t0
21 17.4 1.78 13.04 230644 0.45 359.2 7 5.8 2.19 11.37 235069 0.50
42 34.7 1.56 14.16 228266 0.14 118.1 28 23.1 1.68 13.50 229621 0.14
138 114.0 1.24 16.17 224822 0.06 62.0 138 114.0 1.24 16.17 224822 0.06
0.65 0.71
35 28.9 1.18 18.68 214694 0.34 359.2 21 17.4 1.30 17.71 215435 0.35
56 46.3 1.08 19.59 214070 0.11 118.1 42 34.7 1.14 19.04 214446 0.11
152 125.6 0.89 21.54 212910 0.05 62.0 152 125.6 0.89 21.54 212910 0.05
0.49 0.51
49 40.5 1.11 19.33 226719 0.31 359.2 35 28.9 1.18 18.68 227651 0.32
70 57.8 1.03 20.03 225791 0.10 118.1 56 46.3 1.08 19.59 226364 0.10
166 137.2 0.87 21.71 223780 0.05 62.0 166 137.2 0.87 21.71 223780 0.05
0.45 0.46
63 52.1 1.04 19.92 279088 0.24 359.2 49 40.5 1.10 19.43 279900 0.25
84 69.4 0.99 20.48 278204 0.08 118.1 70 57.8 1.02 20.12 278759 0.08
180 148.7 0.85 21.97 276074 0.04 62.0 180 148.7 0.85 21.97 276074 0.04
ft-t0 Et Aeff Dc
ft-t0 Et Aeff Dc
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0.36 0.37
77 63.6 1.00 20.31 278466 0.24 359.2 63 52.1 1.04 19.92 279088 0.24
98 81.0 0.96 20.78 277748 0.08 118.1 84 69.4 0.99 20.48 278204 0.08
194 160.3 0.84 22.11 275880 0.04 62.0 194 160.3 0.84 22.11 275880 0.04
0.35 0.36
91 75.2 0.78 24.96 272564 0.20 359.2 77 63.6 0.80 24.61 272931 0.20
112 92.5 0.75 25.39 272123 0.06 118.1 98 81.0 0.77 25.11 272404 0.06
208 171.9 0.66 26.67 270904 0.03 62.0 208 171.9 0.66 26.67 270904 0.03
0.29 0.30
105 86.8 0.76 25.26 272258 0.20 359.2 91 75.2 0.78 24.96 272564 0.20
126 104.1 0.73 25.64 271880 0.06 118.1 112 92.5 0.75 25.39 272123 0.06
222 183.4 0.66 26.81 270784 0.03 62.0 222 183.4 0.66 26.81 270784 0.03
0.29 0.29
119 98.3 0.74 25.52 282996 0.19 359.2 105 86.8 0.76 25.26 283387 0.19
140 115.7 0.72 25.86 282501 0.06 118.1 126 104.1 0.73 25.64 282820 0.06
236 195.0 0.65 26.93 281008 0.03 62.0 236 195.0 0.65 26.93 281008 0.030.28 0.28
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Loads at
LEVEL 7Load ime Age
P diff t0
359.2 7 5.8 1.60 15.68 217276 0.40 Loads at
118.1 28 23.1 1.23 18.26 215010 0.11 LEVEL 662.0 152 125.6 0.89 21.54 212910 0.05 Load ime Age
0.56 P diff t0
359.2 21 17.4 1.30 17.71 229179 0.33 359.2 7 5.8 1.60 15.68 232976
118.1 42 34.7 1.14 19.04 227139 0.10 118.1 28 23.1 1.23 18.26 228301
62.0 166 137.2 0.87 21.71 223780 0.05 62.0 166 137.2 0.87 21.71 223780
0.48
359.2 35 28.9 1.17 18.78 281047 0.26 359.2 21 17.4 1.29 17.80 282927
118.1 56 46.3 1.07 19.69 279464 0.08 118.1 42 34.7 1.13 19.13 280417
62.0 180 148.7 0.85 21.97 276074 0.04 62.0 180 148.7 0.85 21.97 276074
DcAeffEtft-t0
AeffEtft-t0
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0.37
359.2 49 40.5 1.10 19.43 279900 0.25 359.2 35 28.9 1.17 18.78 281047
118.1 70 57.8 1.02 20.12 278759 0.08 118.1 56 46.3 1.07 19.69 279464
62.0 194 160.3 0.84 22.11 275880 0.04 62.0 194 160.3 0.84 22.11 275880
0.36
359.2 63 52.1 0.83 24.18 273387 0.20 359.2 49 40.5 0.88 23.65 273983
118.1 84 69.4 0.79 24.79 272738 0.07 118.1 70 57.8 0.82 24.41 273145
62.0 208 171.9 0.66 26.67 270904 0.03 62.0 208 171.9 0.66 26.67 270904
0.30
359.2 77 63.6 0.80 24.61 272931 0.20 359.2 63 52.1 0.83 24.18 273387
118.1 98 81.0 0.77 25.11 272404 0.06 118.1 84 69.4 0.79 24.79 272738
62.0 222 183.4 0.66 26.81 270784 0.03 62.0 222 183.4 0.66 26.81 270784
0.30
359.2 91 75.2 0.78 24.96 283845 0.19 359.2 77 63.6 0.80 24.61 284396
118.1 112 92.5 0.75 25.39 283184 0.06 118.1 98 81.0 0.77 25.11 283606
62.0 236 195.0 0.65 26.93 281008 0.03 62.0 236 195.0 0.65 26.93 2810080.28
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0.37 Loads at
0.11 LEVEL 50.05 Load ime Age
0.52 P diff t0
0.27 360.4 7 5.8 1.58 15.76 287596 0.30 Loads at
0.08 118.1 28 23.1 1.22 18.35 281847 0.09 LEVEL 40.04 62.0 180 148.7 0.85 21.97 276074 0.04 Load ime Age
Etft-t0
Dc
DcAeff
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0.39 0.42 P diff t0
0.26 360.4 21 17.4 1.29 17.80 282927 0.27 360.4 7 5.8 1.58 15.76
0.08 118.1 42 34.7 1.13 19.13 280417 0.08 118.1 28 23.1 1.22 18.35
0.04 62.0 194 160.3 0.84 22.11 275880 0.04 62.0 194 160.3 0.84 22.11
0.37 0.39
0.21 360.4 35 28.9 0.93 22.95 274824 0.21 360.4 21 17.4 1.03 21.87
0.07 118.1 56 46.3 0.85 23.94 273663 0.07 118.1 42 34.7 0.90 23.33
0.03 62.0 208 171.9 0.66 26.67 270904 0.03 62.0 208 171.9 0.66 26.67
0.31 0.31
0.20 360.4 49 40.5 0.88 23.65 273983 0.21 360.4 35 28.9 0.93 22.95
0.07 118.1 70 57.8 0.82 24.41 273145 0.07 118.1 56 46.3 0.85 23.94
0.03 62.0 222 183.4 0.66 26.81 270784 0.03 62.0 222 183.4 0.66 26.81
0.30 0.31
0.19 360.4 63 52.1 0.83 24.18 285081 0.20 360.4 49 40.5 0.88 23.65
0.06 118.1 84 69.4 0.79 24.79 284107 0.06 118.1 70 57.8 0.82 24.41
0.03 62.0 236 195.0 0.65 26.93 281008 0.03 62.0 236 195.0 0.65 26.930.29 0.29
tt-t0
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##### 0.30 Loads at
##### 0.09 LEVEL 3##### 0.04 Load ime Age
0.42 P diff t0
##### 0.22 360.4 7 5.8 1.26 19.59 279627 0.25 Loads at
##### 0.07 118.1 28 23.1 0.97 22.48 275410 0.07 LEVEL 2##### 0.03 62.0 208 171.9 0.66 26.67 270904 0.03 Load ime Age
0.33 0.35 P diff t0
##### 0.21 360.4 21 17.4 1.03 21.87 276202 0.22 360.4 7 5.8 1.26
##### 0.07 118.1 42 34.7 0.90 23.33 274361 0.07 118.1 28 23.1 0.97
##### 0.03 62.0 222 183.4 0.66 26.81 270784 0.03 62.0 222 183.4 0.66
0.31 0.32
##### 0.20 360.4 35 28.9 0.93 22.95 287235 0.21 360.4 21 17.4 1.03
##### 0.06 118.1 56 46.3 0.85 23.94 285494 0.06 118.1 42 34.7 0.90
##### 0.03 62.0 236 195.0 0.65 26.93 281008 0.03 62.0 236 195.0 0.650.29 0.30
ceff
ft-t0
DcAeffEtft-t0
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19.59 279627 0.25 Loads at
22.48 275410 0.07 LEVEL 126.81 270784 0.03 Load ime Age
0.35 P diff t0
21.87 289303 0.21 360.4 7 5.8 1.26 19.59 294440 0.23
23.33 286542 0.07 118.1 28 23.1 0.97 22.48 288115 0.07
26.93 281008 0.03 62.0 236 195.0 0.65 26.93 281008 0.030.31 0.33
Et
DcAeffEtft-t0
DcAeff
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Project Spreadsheets to EC2Client Advisory Group
Location Column K2
AXIAL COLUMN SHORTENING to EN 1992-1 : 2003
Originated from RCCe55.xls v2.2 on CD 2002-2003 BCA for RCC
Creep & Elastic Shortenings Before Construction
Roof Lift 10 - 11 Lift
Load Age Load
Loads at P t0 P
LEVEL 11 Self weight 356.5 7 5.8 7 0.66 21.80 100274 0.61 356.5
16.63 pplied dead 0.0 28 23.1 0 0.00 36.25 95676 0.00 0.0
2.54 erm imposed 0.0 96 79.3 0 0.00 36.25 95676 0.00 0.0
S = 0.61LEVEL 10 Self weight 358.2
14.09 pplied dead 0.0
2.18 erm imposed 0.0
LEVEL 9 Self weight
11.91 pplied dead
2.49 erm imposed
LEVEL 8 Self weight
9.43 pplied dead
2.20 erm imposed
LEVEL 7 Self weight
7.23 pplied dead
1.86 erm imposed
LEVEL 6 Self weight
5.38 pplied dead
1.56 erm imposed
LEVEL 5 Self weight
3.81 pplied dead
1.26 erm imposed
LEVEL 4 Self weight
2.55 pplied dead
1.02 erm imposed
t-t0Age DcEtft-t0 Aeff
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LEVEL 3 Self weight
1.53 pplied dead
0.75 erm imposed
LEVEL 2 Self weight
0.78 pplied dead
0.52 erm imposed
LEVEL 1 Self weight
Applied dead
0.27 erm imposed
LEVEL 11 Lift 9 - 10 LiftLoad Age Load
Loads at Pt0 P
LEVEL 10 Self weight 358.2 7 5.8 7 0.61 22.49 169919 0.35 358.2
12.98 pplied dead 0.0 28 23.1 0 0.00 36.25 165676 0.00 0.0
1.98 erm imposed 0.0 110 90.9 0 0.00 36.25 165676 0.00 0.0
0.35
LEVEL 9 Self weight 359.2
11.00 pplied dead 0.0
1.83 erm imposed 0.0
LEVEL 8 Self weight
9.17 pplied dead
2.11 erm imposed
LEVEL 7 Self weight
7.07 pplied dead
1.80 erm imposed
LEVEL 6 Self weight
5.27 pplied dead
1.52 erm imposed
LEVEL 5 Self weight
3.74 pplied dead
1.24 erm imposed
LEVEL 4 Self weight
2.50 pplied dead
1.00 erm imposed
LEVEL 3 Self weight
ft-t0 Et Aeff DcAge t-t0
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1.51 pplied dead
0.74 erm imposed
LEVEL 2 Self weight
0.77 pplied dead
0.51erm imposed
LEVEL 1 Self weight
Applied dead
0.26 erm imposed
LEVEL 10 Lift 8 - 9 LiftLoad Age Load
Loads at P t0 P
LEVEL 9 Self weight 359.2 7 5.8 7 0.59 22.78 212277 0.28 359.2
10.09 pplied dead 0.0 28 23.1 0 0.00 36.25 208176 0.00 0.0
1.67 erm imposed 0.0 124 #### 0 0.00 36.25 208176 0.00 0.00.28
LEVEL 8 Self weight 359.2
8.42 pplied dead 0.0
1.55 erm imposed 0.0
LEVEL 7 Self weight
6.87 pplied dead
1.73 erm imposed
LEVEL 6 Self weight
5.14 pplied dead1.48 erm imposed
LEVEL 5 Self weight
3.66 pplied dead
1.21 erm imposed
LEVEL 4 Self weight
2.45 pplied dead
0.98 erm imposed
LEVEL 3 Self weight
1.48 pplied dead
0.72 erm imposed
LEVEL 2 Self weight
0.76 pplied dead
0.50 erm imposed
ft-t0 Et Aeff DcAge t-t0
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LEVEL 1 Self weight
Applied dead
0.26 erm imposed
LEVEL 9 Lift 7 - 8 Lift
Load Age LoadLoads at P t0 P
LEVEL 8 Self weight 359.2 7 5.8 7 0.59 22.78 217776 0.27 359.2
7.69 pplied dead 0.0 28 23.1 0 0.00 36.25 211369 0.00 0.0
1.42 erm imposed 0.0 138 #### 0 0.00 36.25 211369 0.00 0.0
0.27
LEVEL 7 Self weight 359.2
6.27 pplied dead 0.0
1.28 erm imposed 0.0
LEVEL 6 Self weight
5.00 pplied dead1.42 erm imposed
LEVEL 5 Self weight
3.57 pplied dead
1.17 erm imposed
LEVEL 4 Self weight
2.40 pplied dead
0.95 erm imposed
LEVEL 3Self weight
1.45 pplied dead
0.71 erm imposed
LEVEL 2 Self weight
0.74 pplied dead
0.49 erm imposed
LEVEL 1 Self weight
Applied dead
0.25 erm imposed
LEVEL 8 Lift 6 - 7 LiftLoad Age Load
Loads at P t0 P
LEVEL 7 Self weight 359.2 7 5.8 7 0.44 28.27 210134 0.23 359.2
5.69 pplied dead 0.0 28 23.1 0 0.00 40.71 207416 0.00 0.0
1.17 erm imposed 0.0 152 #### 0 0.00 40.71 207416 0.00 0.0
ft-t0 Et Aeff DcAge t-t0
ft-t0 Et Aeff DcAge t-t0
-
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0.23
LEVEL 6 Self weight 359.2
4.52 pplied dead 0.0
1.05 erm imposed 0.0
LEVEL 5 Self weight
3.47 pplied dead
1.13 erm imposed
LEVEL 4 Self weight
2.34 pplied dead
0.92 erm imposed
LEVEL 3 Self weight
1.42 pplied dead
0.69 erm imposed
LEVEL 2 Self weight
0.73 pplied dead
0.48 erm imposed
LEVEL 1 Self weight
Applied dead
0.25 erm imposed
LEVEL 7 Lift 5 - 6 LiftLoad Age Load
Loads at P t0
P
LEVEL 6 Self weight 359.2 7 5.8 7 0.44 28.27 218245 0.22 359.2
4.07 pplied dead 0.0 28 23.1 0 0.00 40.71 212640 0.00 0.0
0.97 erm imposed 0.0 166 #### 0 0.00 40.71 212640 0.00 0.0
0.22
LEVEL 5 Self weight 360.4
3.10 pplied dead 0.0
0.83 erm imposed 0.0
LEVEL 4 Self weight
2.27 pplied dead
0.89 erm imposed
LEVEL 3 Self weight
1.38 pplied dead
0.67 erm imposed
LEVEL 2 Self weight
0.71 pplied dead
ft-t0 Et Aeff DcAge t-t0
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0.47 erm imposed
LEVEL 1 Self weight
Applied dead
0.24 erm imposed
LEVEL 6 Lift 4 - 5 LiftLoad Age Load
Loads at P t0 P
LEVEL 5 Self weight 360.4 7 5.8 7 0.43 28.53 269333 0.18 360.4
2.76 pplied dead 0.0 28 23.1 0 0.00 40.71 262586 0.00 0.0
0.77 erm imposed 0.0 180 #### 0 0.00 40.71 262586 0.00 0.0
0.18
LEVEL 4 Self weight 360.4
1.99 pplied dead 0.0
0.66 erm imposed 0.0
LEVEL 3 Self weight
1.33 pplied dead
0.65 erm imposed
LEVEL 2 Self weight
0.69 pplied dead
0.45 erm imposed
LEVEL 1 Self weight
Applied dead
0.24 erm imposed
LEVEL 5 Lift 3 - 4 LiftLoad Age Load
Loads at P t0 P
LEVEL 4 Self weight 360.4 7 5.8 7 0.43 28.53 269333 0.18 360.4
1.75 pplied dead 0.0 28 23.1 0 0.00 40.71 262586 0.00 0.0
0.61 erm imposed 0.0 194 #### 0 0.00 40.71 262586 0.00 0.0
0.18
LEVEL 3 Self weight 360.4
1.14 pplied dead 0.0
0.48 erm imposed 0.0
LEVEL 2 Self weight
0.66 pplied dead
0.44 erm imposed
LEVEL 1 Self weight
ft-t0 Et Aeff DcAge t-t0
ft-t0 Et Aeff DcAge t-t0
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Applied dead
0.23 erm imposed
LEVEL 4 Lift 2 - 3 LiftLoad Age Load
Loads at P t0 PLEVEL 3 Self weight 360.4 7 5.8 7 0.35 32.98 266293 0.15 360.4
0.98 pplied dead 0.0 28 23.1 0 0.00 44.37 261284 0.00 0.0
0.44 erm imposed 0.0 208 #### 0 0.00 44.37 261284 0.00 0.0
0.15
LEVEL 2 Self weight 360.4
0.54 pplied dead 0.0
0.32 erm imposed 0.0
LEVEL 1 Self weight
Applied dead
0.22 erm imposed
LEVEL 3 Lift 1 - 2 LiftLoad Age Load
Loads at P t0 P
LEVEL 2 Self weight 360.4 7 5.8 7 0.35 32.98 266293 0.15 360.4
0.46 pplied dead 0.0 28 23.1 0 0.00 44.37 261284 0.00 0.0
0.30 erm imposed 0.0 222 #### 0 0.00 44.37 261284 0.00 0.0
0.15
LEVEL 1 Self weight 360.4
Applied dead 0.0
0.16 erm imposed 0.0
LEVEL 2 Lift 0 - 1Load Age
Loads at P t0
LEVEL 1 Self weight 360.4 7 5.8 7 0.35 32.98 274439 0.15
Applied dead 0.0 28 23.1 0 0.00 44.37 266926 0.00
0.15 erm imposed 0.0 236 #### 0 0.00 44.37 266926 0.00
0.15
ft-t0E
tA
eff DcAge t-t
0
Aeff Dc
Aeff DcAge t-t0
Age t-t0
ft-t0 Et
ft-t0 Et
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For explanations of terms, see TOOL TIPS
9 - 10 Lift 8 - 9
Age Load Age
t0 P t0
21 17.4 7 0.50 24.20 169127 0.33 356.5 35 28.9 7 0.44 25.23
42 34.7 0 0.00 36.25 165676 0.00 0.0 56 46.3 0 0.00 36.25
110 90.9 0 0.00 36.25 165676 0.00 0.0 124 #### 0 0.00 36.25
0.337 5.8 21 0.86 19.51 171625 0.40 358.2 21 17.4 21 0.67 21.65
28 23.1 0 0.00 36.25 165676 0.00 0.0 42 34.7 0 0.00 36.25
110 90.9 0 0.00 36.25 165676 0.00 0.0 124 #### 0 0.00 36.25
0.40
359.2 7 5.8 35 0.97 18.37
118.1 28 23.1 14 0.56 23.19
0.0 124 #### 0 0.00 36.25
Et Aeff Dc Etft-t0 Age t-t0 ft-t0t-t0Age
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8 - 9 Lift 7 - 8Age Load Age
t0 P
t0
21 17.4 7 0.48 24.48 211511 0.26 358.2 35 28.9 7 0.44 25.23
42 34.7 0 0.00 36.25 208176 0.00 0.0 56 46.3 0 0.00 36.25
124 #### 0 0.00 36.25 208176 0.00 0.0 138 #### 0 0.00 36.25
0.26
7 5.8 21 0.83 19.82 213922 0.32 359.2 21 17.4 21 0.67 21.65
28 23.1 0 0.00 36.25 208176 0.00 0.0 42 34.7 0 0.00 36.25
124 #### 0 0.00 36.25 208176 0.00 0.0 138 #### 0 0.00 36.25
0.32
359.2 7 5.8 35 0.97 18.37
118.1 28 23.1 14 0.56 23.19
0.0 138 #### 0 0.00 36.25
ft-t0 Etft-t0 Et Aeff Dc Age t-t0Age t-t0
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7 - 8 Lift 6 - 7Age Load Age
t0 P t0
21 17.4 7 0.48 24.48 216580 0.25 359.2 35 28.9 7 0.32 30.73
42 34.7 0 0.00 36.25 211369 0.00 0.0 56 46.3 0 0.00 40.71
138 #### 0 0.00 36.25 211369 0.00 0.0 152 #### 0 0.00 40.710.25
7 5.8 21 0.83 19.82 220347 0.31 359.2 21 17.4 21 0.50 27.11
28 23.1 0 0.00 36.25 211369 0.00 0.0 42 34.7 0 0.00 40.71
138 #### 0 0.00 36.25 211369 0.00 0.0 152 #### 0 0.00 40.71
0.31
359.2 7 5.8 35 0.73 23.59
118.1 28 23.1 14 0.42 28.69
0.0 152 #### 0 0.00 40.71
ft-t0 Etft-t0 Et Aeff Dc Age t-t0Age t-t0
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6 - 7 Lift 5 - 6
Age Load Aget0 P t0
21 17.4 7 0.36 29.98 209627 0.21 359.2 35 28.9 7 0.32 30.73
42 34.7 0 0.00 40.71 207416 0.00 0.0 56 46.3 0 0.00 40.71
152 #### 0 0.00 40.71 207416 0.00 0.0 166 #### 0 0.00 40.71
0.21
7 5.8 21 0.62 25.18 211226 0.25 359.2 21 17.4 21 0.50 27.11
28 23.1 0 0.00 40.71 207416 0.00 0.0 42 34.7 0 0.00 40.71
152 #### 0 0.00 40.71 207416 0.00 0.0 166 #### 0 0.00 40.71
0.25
359.2 7 5.8 35 0.73 23.59
118.1 28 23.1 14 0.42 28.690.0 166 #### 0 0.00 40.71
5 - 6 Lift 4 - 5Age Load Age
t0 P t0
21 17.4 7 0.36 29.98 217198 0.21 359.2 35 28.9 7 0.32 30.96
42 34.7 0 0.00 40.71 212640 0.00 0.0 56 46.3 0 0.00 40.71
166 #### 0 0.00 40.71 212640 0.00 0.0 180 #### 0 0.00 40.71
ft-t0 Etft-t0 Et Aeff Dc Age t-t0Age t-t0
ft-t0 Etft-t0 Et Aeff Dc Age t-t0Age t-t0
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0.21
7 5.8 21 0.62 25.18 220498 0.24 359.2 21 17.4 21 0.49 27.39
28 23.1 0 0.00 40.71 212640 0.00 0.0 42 34.7 0 0.00 40.71
166 #### 0 0.00 40.71 212640 0.00 0.0 180 #### 0 0.00 40.71
0.24
360.4 7 5.8 35 0.70 23.91118.1 28 23.1 14 0.41 28.95
0.0 180 #### 0 0.00 40.71
4 - 5 Lift 3 - 4Age Load Age
t0
P t0
21 17.4 7 0.35 30.22 268074 0.17 359.2 35 28.9 7 0.32 30.96
42 34.7 0 0.00 40.71 262586 0.00 0.0 56 46.3 0 0.00 40.71
180 #### 0 0.00 40.71 262586 0.00 0.0 194 #### 0 0.00 40.71
0.17
7 5.8 21 0.60 25.47 272040 0.20 360.4 21 17.4 21 0.49 27.39
28 23.1 0 0.00 40.71 262586 0.00 0.0 42 34.7 0 0.00 40.71
180 #### 0 0.00 40.71 262586 0.00 0.0 194 #### 0 0.00 40.71
0.20
360.4 7 5.8 35 0.70 23.91
118.1 28 23.1 14 0.41 28.95
0.0 194 #### 0 0.00 40.71
ft-t0 Etft-t0 Et Aeff Dc Age t-t0Age t-t0
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3 - 4 Lift 2 - 3Age Load Age
t0 P t0
21 17.4 7 0.35 30.22 268074 0.17 360.4 35 28.9 7 0.25 35.35
42 34.7 0 0.00 40.71 262586 0.00 0.0 56 46.3 0 0.00 44.37
194 #### 0 0.00 40.71 262586 0.00 0.0 208 #### 0 0.00 44.37
0.17
7 5.8 21 0.60 25.47 272040 0.20 360.4 21 17.4 21 0.39 31.83
28 23.1 0 0.00 40.71 262586 0.00 0.0 42 34.7 0 0.00 44.37
194 #### 0 0.00 40.71 262586 0.00 0.0 208 #### 0 0.00 44.37
0.20360.4 7 5.8 35 0.57 28.28
118.1 28 23.1 14 0.33 33.39
0.0 208 #### 0 0.00 44.37
2 - 3 Lift 1 - 2Age Load Age
t0 P t0
21 17.4 7 0.28 34.64 265358 0.15 360.4 35 28.9 7 0.25 35.35
42 34.7 0 0.00 44.37 261284 0.00 0.0 56 46.3 0 0.00 44.37
208 #### 0 0.00 44.37 261284 0.00 0.0 222 #### 0 0.00 44.37
0.15
7 5.8 21 0.48 29.90 268304 0.17 360.4 21 17.4 21 0.39 31.83
28 23.1 0 0.00 44.37 261284 0.00 0.0 42 34.7 0 0.00 44.37
208 #### 0 0.00 44.37 261284 0.00 0.0 222 #### 0 0.00 44.370.17
360.4 7 5.8 35 0.57 28.28
118.1 28 23.1 14 0.33 33.39
0.0 222 #### 0 0.00 44.37
ft-t0 Etft-t0 Et Aeff Dc Age t-t0Age t-t0
ft-t0 Etft-t0 Et Aeff Dc Age t-t0Age t-t0
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1 - 2 Lift 0 - 1Age Load Age
t0 P t0
21 17.4 7 0.28 34.64 265358 0.15 360.4 35 28.9 7 0.25 35.35
42 34.7 0 0.00 44.37 261284 0.00 0.0 56 46.3 0 0.00 44.37
222 #### 0 0.00 44.37 261284 0.00 0.0 236 #### 0 0.00 44.37
0.15
7 5.8 21 0.48 29.90 268304 0.17 360.4 21 17.4 21 0.39 31.83
28 23.1 0 0.00 44.37 261284 0.00 0.0 42 34.7 0 0.00 44.37
222 #### 0 0.00 44.37 261284 0.00 0.0 236 #### 0 0.00 44.37
0.17
360.4 7 5.8 35 0.57 28.28
118.1 28 23.1 14 0.33 33.39
0.0 236 #### 0 0.00 44.37
0 - 1Age
t0
21 17.4 7 0.28 34.64 273037 0.14
42 34.7 0 0.00 44.37 266926 0.00
236 #### 0 0.00 44.37 266926 0.00
0.14
7 5.8 21 0.48 29.90 277457 0.16
28 23.1 0 0.00 44.37 266926 0.00
236 #### 0 0.00 44.37 266926 0.00
0.16
ft-t0E
tAge t-t
0 ft-t0E
tA
eff DcAge t-t
0
Aeff DcAge t-t0 ft-t0 Et
-
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Lift 7 - 8 Lift 6 - 7
Load Age Load
P t0 P
211203 0.25 356.5 49 40.5 7 0.41 25.72 215805 0.24 356.5 63
208176 0.00 0.0 70 57.8 0 0.00 36.25 211369 0.00 0.0 84
208176 0.00 0.0 138 114.0 0 0.00 36.25 211369 0.00 0.0 152
0.25 0.24212849 0.29 358.2 35 28.9 21 0.61 22.49 217996 0.27 358.2 49
208176 0.00 0.0 56 46.3 0 0.00 36.25 211369 0.00 0.0 70
208176 0.00 0.0 138 114.0 0 0.00 36.25 211369 0.00 0.0 152
0.29 0.27
214927 0.34 359.2 21 17.4 35 0.79 20.23 219948 0.30 359.2 35
212079 0.09 118.1 42 34.7 14 0.52 23.83 217015 0.09 118.1 56
208176 0.00 0.0 138 114.0 0 0.00 36.25 211369 0.00 0.0 152
0.43 0.39
359.2 7 5.8 49 1.09 17.38 223134 0.35 359.2 21
118.1 28 23.1 28 0.70 21.34 218936 0.09 118.1 42
0.0 138 114.0 0 0.00 36.25 211369 0.00 0.0 152
0.44
359.2 7
118.1 28
0.0 152
Aeff Dc Et Aeff Dcft-t0 AgeAge t-t0
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Lift 6 - 7 Lift 5 - 6Load Age Load
Pt0 P
216099 0.25 358.2 49 40.5 7 0.30 31.20 209298 0.21 358.2 63
211369 0.00 0.0 70 57.8 0 0.00 40.71 207416 0.00 0.0 84
211369 0.00 0.0 152 125.6 0 0.00 40.71 207416 0.00 0.0 166
0.25 0.21
218671 0.28 359.2 35 28.9 21 0.46 27.97 210229 0.23 359.2 49
211369 0.00 0.0 56 46.3 0 0.00 40.71 207416 0.00 0.0 70
211369 0.00 0.0 152 125.6 0 0.00 40.71 207416 0.00 0.0 166
0.28 0.23
221918 0.33 359.2 21 17.4 35 0.59 25.60 211059 0.25 359.2 35
217468 0.09 118.1 42 34.7 14 0.39 29.33 209812 0.07 118.1 56
211369 0.00 0.0 152 125.6 0 0.00 40.71 207416 0.00 0.0 166
0.42 0.32
359.2 7 5.8 49 0.81 22.50 212415 0.28 359.2 21
118.1 28 23.1 28 0.52 26.78 210629 0.08 118.1 42
0.0 152 125.6 0 0.00 40.71 207416 0.00 0.0 166
0.36
359.2 7
118.1 28
0.0 166
ft-t0 Et Aeff Dc AgeAeff Dc Age t-t0
-
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Lift 5 - 6 Lift 4 - 5Load Age Load
P t0 P
209422 0.21 359.2 49 40.5 7 0.30 31.20 216520 0.20 359.2 63
207416 0.00 0.0 70 57.8 0 0.00 40.71 212640 0.00 0.0 84
207416 0.00 0.0 166 137.2 0 0.00 40.71 212640 0.00 0.0 1800.21 0.20
210515 0.24 359.2 35 28.9 21 0.46 27.97 218440 0.22 359.2 49
207416 0.00 0.0 56 46.3 0 0.00 40.71 212640 0.00 0.0 70
207416 0.00 0.0 166 137.2 0 0.00 40.71 212640 0.00 0.0 180
0.24 0.22
211895 0.27 359.2 21 17.4 35 0.59 25.60 220153 0.24 359.2 35
210004 0.07 118.1 42 34.7 14 0.39 29.33 217580 0.07 118.1 56
207416 0.00 0.0 166 137.2 0 0.00 40.71 212640 0.00 0.0 180
0.34 0.31
359.2 7 5.8 49 0.81 22.50 222949 0.27 359.2 21
118.1 28 23.1 28 0.52 26.78 219265 0.08 118.1 420.0 166 137.2 0 0.00 40.71 212640 0.00 0.0 180
0.34
360.4 7
118.1 28
0.0 180
ft-t0 Et Aeff Dc AgeAeff Dc Age t-t0
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Lift 4 - 5 Lift 3 - 4
Load Age LoadP t0 P
216777 0.20 359.2 49 40.5 7 0.30 31.43 267257 0.16 359.2 63
212640 0.00 0.0 70 57.8 0 0.00 40.71 262586 0.00 0.0 84
212640 0.00 0.0 180 148.7 0 0.00 40.71 262586 0.00 0.0 194
0.20 0.16
219031 0.23 359.2 35 28.9 21 0.44 28.24 269565 0.18 359.2 49
212640 0.00 0.0 56 46.3 0 0.00 40.71 262586 0.00 0.0 70
212640 0.00 0.0 180 148.7 0 0.00 40.71 262586 0.00 0.0 194
0.23 0.18
221878 0.26 359.2 21 17.4 35 0.57 25.91 271620 0.19 359.2 35
217976 0.07 118.1 42 34.7 14 0.38 29.58 268531 0.06 118.1 56212640 0.00 0.0 180 148.7 0 0.00 40.71 262586 0.00 0.0 194
0.33 0.25
360.4 7 5.8 49 0.78 22.82 274974 0.22 360.4 21
118.1 28 23.1 28 0.50 27.07 270554 0.06 118.1 42
0.0 180 148.7 0 0.00 40.71 262586 0.00 0.0 194
0.28
360.4 7
118.1 28
0.0 194
Lift 3 - 4 Lift 2 - 3Load Age Load
P t0 P
267566 0.16 359.2 49 40.5 7 0.30 31.43 267257 0.16 359.2 63
262586 0.00 0.0 70 57.8 0 0.00 40.71 262586 0.00 0.0 84
262586 0.00 0.0 194 160.3 0 0.00 40.71 262586 0.00 0.0 208
ft-t0 Et Aeff Dc AgeAeff Dc Age t-t0
ft-t0 Et Aeff Dc AgeAeff Dc Age t-t0
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0.16 0.16
270275 0.18 359.2 35 28.9 21 0.44 28.24 269565 0.18 359.2 49
262586 0.00 0.0 56 46.3 0 0.00 40.71 262586 0.00 0.0 70
262586 0.00 0.0 194 160.3 0 0.00 40.71 262586 0.00 0.0 208
0.18 0.18
273694 0.21 360.4 21 17.4 35 0.57 25.91 271620 0.19 360.4 35269008 0.06 118.1 42 34.7 14 0.38 29.58 268531 0.06 118.1 56
262586 0.00 0.0 194 160.3 0 0.00 40.71 262586 0.00 0.0 208
0.26 0.25
360.4 7 5.8 49 0.78 22.82 274974 0.22 360.4 21
118.1 28 23.1 28 0.50 27.07 270554 0.06 118.1 42
0.0 194 160.3 0 0.00 40.71 262586 0.00 0.0 208
0.28
360.4 7
118.1 28
0.0 208
Lift 2 - 3 Lift 1 - 2Load Age Load
P t0
P
267566 0.16 359.2 49 40.5 7 0.24 35.81 264752 0.14 359.2 63
262586 0.00 0.0 70 57.8 0 0.00 44.37 261284 0.00 0.0 84
262586 0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0 222
0.16 0.14
270275 0.18 360.4 35 28.9 21 0.36 32.69 266466 0.16 360.4 49
262586 0.00 0.0 56 46.3 0 0.00 44.37 261284 0.00 0.0 70
262586 0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0 222
0.18 0.16
273694 0.21 360.4 21 17.4 35 0.46 30.33 267994 0.17 360.4 35
269008 0.06 118.1 42 34.7 14 0.30 34.02 265698 0.05 118.1 56
262586 0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0 222
0.26 0.22
360.4 7 5.8 49 0.63 27.14 270489 0.18 360.4 21
118.1 28 23.1 28 0.41 31.51 267202 0.05 118.1 42
0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0 222
0.24
360.4 7
118.1 28
ft-t0 Et Aeff Dc AgeAeff Dc Age t-t0
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0.0 222
Lift 1 - 2 Lift 0 - 1Load Age Load
P t0 P
264981 0.14 360.4 49 40.5 7 0.24 35.81 264752 0.14 360.4 63
261284 0.00 0.0 70 57.8 0 0.00 44.37 261284 0.00 0.0 84
261284 0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0 236
0.14 0.14
266994 0.16 360.4 35 28.9 21 0.36 32.69 266466 0.16 360.4 49
261284 0.00 0.0 56 46.3 0 0.00 44.37 261284 0.00 0.0 70
261284 0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0 236
0.16 0.16269535 0.18 360.4 21 17.4 35 0.46 30.33 267994 0.17 360.4 35
266052 0.05 118.1 42 34.7 14 0.30 34.02 265698 0.05 118.1 56
261284 0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0 236
0.23 0.22
360.4 7 5.8 49 0.63 27.14 270489 0.18 360.4 21
118.1 28 23.1 28 0.41 31.51 267202 0.05 118.1 42
0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0 236
0.24
360.4 7
118.1 28
0.0 236
Lift 0 - 1Load Age
P t0
264981 0.14 360.4 49 40.5 7 0.24 35.81 272128 0.14
261284 0.00 0.0 70 57.8 0 0.00 44.37 266926 0.00
261284 0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.14 0.14
266994 0.16 360.4 35 28.9 21 0.36 32.69 274699 0.15
261284 0.00 0.0 56 46.3 0 0.00 44.37 266926 0.00
261284 0.00 0.0 236 195.0 0 0.00 44.37 266926 0.000.16 0.15
269535 0.18 360.4 21 17.4 35 0.46 30.33 276992 0.16
266052 0.05 118.1 42 34.7 14 0.30 34.02 273547 0.05
261284 0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.23 0.21
360.4 7 5.8 49 0.63 27.14 280733 0.18
Age t-t0 ft-t0 Et Aeff Dc AgeAeff Dc
Aeff DcAge t-t0 ft-t0 EtAeff Dc
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
36/78
118.1 28 23.1 28 0.41 31.51 275803 0.05
0.0 236 195.0 0 0.00 44.37 266926 0.00
0.23
272472 0.14
266926 0.00
266926 0.00
0.14
275490 0.15
266926 0.00
266926 0.00
0.15
279302 0.17
274078 0.05
266926 0.000.22
Aeff Dc
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
37/78
Lift 5 - 6
Age Load Age
t0 P t0
52.1 7 0.29 31.55 209209 0.20 356.5 77 63.6 7 0.28 31.82 216199
69.4 0 0.00 40.71 207416 0.00 0.0 98 81.0 0 0.00 40.71 212640
125.6 0 0.00 40.71 207416 0.00 0.0 166 137.2 0 0.00 40.71 212640
0.2040.5 21 0.43 28.53 210054 0.22 358.2 63 52.1 21 0.41 28.93 217825
57.8 0 0.00 40.71 207416 0.00 0.0 84 69.4 0 0.00 40.71 212640
125.6 0 0.00 40.71 207416 0.00 0.0 166 137.2 0 0.00 40.71 212640
0.22
28.9 35 0.54 26.51 210722 0.24 359.2 49 40.5 35 0.50 27.10 219035
46.3 14 0.37 29.78 209684 0.07 118.1 70 57.8 14 0.35 30.12 217121
125.6 0 0.00 40.71 207416 0.00 0.0 166 137.2 0 0.00 40.71 212640
0.31
17.4 49 0.66 24.55 211482 0.26 359.2 35 28.9 49 0.60 25.48 220250
34.7 28 0.48 27.48 210390 0.08 118.1 56 46.3 28 0.46 27.96 218446
125.6 0 0.00 40.71 207416 0.00 0.0 166 137.2 0 0.00 40.71 212640
0.34
5.8 63 0.88 21.64 212855 0.29 359.2 21 17.4 63 0.72 23.72 221763
23.1 42 0.59 25.56 211076 0.08 118.1 42 34.7 42 0.55 26.29 219627
125.6 0 0.00 40.71 207416 0.00 0.0 166 137.2 0 0.00 40.71 212640
0.37
359.2 7 5.8 77 0.94 20.94 224665
118.1 28 23.1 56 0.65 24.65 220941
0.0 166 137.2 0 0.00 40.71 212640
Et Aeffft-t0t-t0 ft-t0 Age t-t0Et Aeff Dc
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
38/78
Lift 4 - 5Age Load Age
t0 P
t0
52.1 7 0.29 31.55 216338 0.20 358.2 77 63.6 7 0.27 32.03 266870
69.4 0 0.00 40.71 212640 0.00 0.0 98 81.0 0 0.00 40.71 262586
137.2 0 0.00 40.71 212640 0.00 0.0 180 148.7 0 0.00 40.71 262586
0.20
40.5 21 0.43 28.53 218080 0.22 359.2 63 52.1 21 0.39 29.19 268824
57.8 0 0.00 40.71 212640 0.00 0.0 84 69.4 0 0.00 40.71 262586
137.2 0 0.00 40.71 212640 0.00 0.0 180 148.7 0 0.00 40.71 262586
0.22
28.9 35 0.54 26.51 219459 0.23 359.2 49 40.5 35 0.49 27.39 270276
46.3 14 0.37 29.78 217316 0.07 118.1 70 57.8 14 0.34 30.36 267978
137.2 0 0.00 40.71 212640 0.00 0.0 180 148.7 0 0.00 40.71 262586
0.30
17.4 49 0.66 24.55 221024 0.25 359.2 35 28.9 49 0.58 25.79 271730
34.7 28 0.48 27.48 218773 0.07 118.1 56 46.3 28 0.44 28.24 269569
137.2 0 0.00 40.71 212640 0.00 0.0 180 148.7 0 0.00 40.71 262586
0.32
5.8 63 0.88 21.64 223857 0.28 359.2 21 17.4 63 0.69 24.05 273541
23.1 42 0.59 25.56 220187 0.08 118.1 42 34.7 42 0.53 26.59 270984
137.2 0 0.00 40.71 212640 0.00 0.0 180 148.7 0 0.00 40.71 262586
0.36
360.4 7 5.8 77 0.91 21.28 277015
118.1 28 23.1 56 0.63 24.96 272557
0.0 180 148.7 0 0.00 40.71 262586
ft-t0 Et Aeffft-t0 Et Aeff Dc Age t-t0t-t0
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
39/78
Lift 3 - 4Age Load Age
t0 P t0
52.1 7 0.28 31.76 267038 0.16 359.2 77 63.6 7 0.27 32.03 266870
69.4 0 0.00 40.71 262586 0.00 0.0 98 81.0 0 0.00 40.71 262586
148.7 0 0.00 40.71 262586 0.00 0.0 194 160.3 0 0.00 40.71 2625860.16
40.5 21 0.41 28.79 269131 0.17 359.2 63 52.1 21 0.39 29.19 268824
57.8 0 0.00 40.71 262586 0.00 0.0 84 69.4 0 0.00 40.71 262586
148.7 0 0.00 40.71 262586 0.00 0.0 194 160.3 0 0.00 40.71 262586
0.17
28.9 35 0.52 26.81 270785 0.19 359.2 49 40.5 35 0.49 27.39 270276
46.3 14 0.36 30.02 268214 0.06 118.1 70 57.8 14 0.34 30.36 267978
148.7 0 0.00 40.71 262586 0.00 0.0 194 160.3 0 0.00 40.71 262586
0.24
17.4 49 0.64 24.86 272661 0.20 359.2 35 28.9 49 0.58 25.79 271730
34.7 28 0.47 27.76 269963 0.06 118.1 56 46.3 28 0.44 28.24 269569148.7 0 0.00 40.71 262586 0.00 0.0 194 160.3 0 0.00 40.71 262586
0.26
5.8 63 0.85 21.98 276056 0.22 360.4 21 17.4 63 0.69 24.05 273541
23.1 42 0.57 25.87 271658 0.06 118.1 42 34.7 42 0.53 26.59 270984
148.7 0 0.00 40.71 262586 0.00 0.0 194 160.3 0 0.00 40.71 262586
0.29
360.4 7 5.8 77 0.91 21.28 277015
118.1 28 23.1 56 0.63 24.96 272557
0.0 194 160.3 0 0.00 40.71 262586
ft-t0 Et Aeffft-t0 Et Aeff Dc Age t-t0t-t0
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
40/78
Lift 2 - 3
Age Load Aget0 P t0
52.1 7 0.28 31.76 267038 0.16 359.2 77 63.6 7 0.22 36.39 264465
69.4 0 0.00 40.71 262586 0.00 0.0 98 81.0 0 0.00 44.37 261284
160.3 0 0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284
0.16
40.5 21 0.41 28.79 269131 0.17 359.2 63 52.1 21 0.32 33.63 265916
57.8 0 0.00 40.71 262586 0.00 0.0 84 69.4 0 0.00 44.37 261284
160.3 0 0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284
0.17
28.9 35 0.52 26.81 270785 0.19 359.2 49 40.5 35 0.39 31.83 266996
46.3 14 0.36 30.02 268214 0.06 118.1 70 57.8 14 0.28 34.77 265288160.3 0 0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284
0.24
17.4 49 0.64 24.86 272661 0.20 360.4 35 28.9 49 0.47 30.21 268079
34.7 28 0.47 27.76 269963 0.06 118.1 56 46.3 28 0.36 32.68 266470
160.3 0 0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284
0.26
5.8 63 0.85 21.98 276056 0.22 360.4 21 17.4 63 0.56 28.41 269427
23.1 42 0.57 25.87 271658 0.06 118.1 42 34.7 42 0.43 31.02 267523
160.3 0 0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284
0.29
360.4 7 5.8 77 0.74 25.50 272014118.1 28 23.1 56 0.51 29.36 268695
0.0 208 171.9 0 0.00 44.37 261284
Lift 1 - 2Age Load Age
t0 P t0
52.1 7 0.23 36.13 264589 0.14 359.2 77 63.6 7 0.22 36.39 264465
69.4 0 0.00 44.37 261284 0.00 0.0 98 81.0 0 0.00 44.37 261284
171.9 0 0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284
ft-t0 Et Aeffft-t0 Et Aeff Dc Age t-t0t-t0
Age t-t0 ft-t0 Etft-t0 Et AeffAeff Dct-t0
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
41/78
0.14
40.5 21 0.34 33.23 266144 0.15 359.2 63 52.1 21 0.32 33.63 265916
57.8 0 0.00 44.37 261284 0.00 0.0 84 69.4 0 0.00 44.37 261284
171.9 0 0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284
0.15
28.9 35 0.42 31.25 267374 0.16 360.4 49 40.5 35 0.39 31.83 26699646.3 14 0.29 34.44 265462 0.05 118.1 70 57.8 14 0.28 34.77 265288
171.9 0 0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284
0.21
17.4 49 0.52 29.26 268770 0.17 360.4 35 28.9 49 0.47 30.21 268079
34.7 28 0.38 32.20 266763 0.05 118.1 56 46.3 28 0.36 32.68 266470
171.9 0 0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284
0.22
5.8 63 0.69 26.25 271297 0.19 360.4 21 17.4 63 0.56 28.41 269427
23.1 42 0.46 30.29 268024 0.05 118.1 42 34.7 42 0.43 31.02 267523
171.9 0 0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284
0.24
360.4 7 5.8 77 0.74 25.50 272014
118.1 28 23.1 56 0.51 29.36 268695
0.0 222 183.4 0 0.00 44.37 261284
Lift 0 - 1Age Load Age
t0
P t0
52.1 7 0.23 36.13 264589 0.14 359.2 77 63.6 7 0.22 36.39 271697
69.4 0 0.00 44.37 261284 0.00 0.0 98 81.0 0 0.00 44.37 266926
183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926
0.14
40.5 21 0.34 33.23 266144 0.15 360.4 63 52.1 21 0.32 33.63 273874
57.8 0 0.00 44.37 261284 0.00 0.0 84 69.4 0 0.00 44.37 266926
183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926
0.15
28.9 35 0.42 31.25 267374 0.16 360.4 49 40.5 35 0.39 31.83 275494
46.3 14 0.29 34.44 265462 0.05 118.1 70 57.8 14 0.28 34.77 272932
183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926
0.21
17.4 49 0.52 29.26 268770 0.17 360.4 35 28.9 49 0.47 30.21 277118
34.7 28 0.38 32.20 266763 0.05 118.1 56 46.3 28 0.36 32.68 274705
183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926
0.22
5.8 63 0.69 26.25 271297 0.19 360.4 21 17.4 63 0.56 28.41 279141
23.1 42 0.46 30.29 268024 0.05 118.1 42 34.7 42 0.43 31.02 276285
AeffAge t-t0 ft-t0 Etft-t0 Et Aeff Dct-t0
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
42/78
183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926
0.24
360.4 7 5.8 77 0.74 25.50 283021
118.1 28 23.1 56 0.51 29.36 278042
0.0 236 195.0 0 0.00 44.37 266926
Age
t0
52.1 7 0.23 36.13 271884 0.14
69.4 0 0.00 44.37 266926 0.00
195.0 0 0.00 44.37 266926 0.00
0.14
40.5 21 0.34 33.23 274216 0.15
57.8 0 0.00 44.37 266926 0.00
195.0 0 0.00 44.37 266926 0.00
0.1528.9 35 0.42 31.25 276061 0.16
46.3 14 0.29 34.44 273193 0.05
195.0 0 0.00 44.37 266926 0.00
0.20
17.4 49 0.52 29.26 278155 0.17
34.7 28 0.38 32.20 275144 0.05
195.0 0 0.00 44.37 266926 0.00
0.22
5.8 63 0.69 26.25 281945 0.18
23.1 42 0.46 30.29 277036 0.05
195.0 0 0.00 44.37 266926 0.000.24
ft-t0 Et Aeff Dct-t0
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
43/78
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
44/78
Lift 4 - 5 Lift 3 - 4
Load Age Load Age
P t0 P t0
0.19 356.5 91 75.2 7 0.26 32.25 266735 0.16 356.5 105 86.8 7
0.00 0.0 112 92.5 0 0.00 40.71 262586 0.00 0.0 126 104.1 0
0.00 0.0 180 148.7 0 0.00 40.71 262586 0.00 0.0 194 160.3 0
0.19 0.160.21 358.2 77 63.6 21 0.38 29.51 268589 0.17 358.2 91 75.2 21
0.00 0.0 98 81.0 0 0.00 40.71 262586 0.00 0.0 112 92.5 0
0.00 0.0 180 148.7 0 0.00 40.71 262586 0.00 0.0 194 160.3 0
0.21 0.17
0.23 359.2 63 52.1 35 0.46 27.81 269915 0.18 359.2 77 63.6 35
0.07 118.1 84 69.4 14 0.33 30.62 267793 0.05 118.1 98 81.0 14
0.00 0.0 180 148.7 0 0.00 40.71 262586 0.00 0.0 194 160.3 0
0.29 0.23
0.24 359.2 49 40.5 49 0.54 26.39 271162 0.19 359.2 63 52.1 49
0.07 118.1 70 57.8 28 0.42 28.60 269277 0.06 118.1 84 69.4 28
0.00 0.0 180 148.7 0 0.00 40.71 262586 0.00 0.0 194 160.3 0
0.31 0.25
0.26 359.2 35 28.9 63 0.63 24.99 272529 0.20 359.2 49 40.5 63
0.08 118.1 56 46.3 42 0.50 27.09 270535 0.06 118.1 70 57.8 42
0.00 0.0 180 148.7 0 0.00 40.71 262586 0.00 0.0 194 160.3 0
0.33 0.26
0.29 359.2 21 17.4 77 0.74 23.36 274321 0.21 359.2 35 28.9 77
0.08 118.1 42 34.7 56 0.58 25.70 271817 0.06 118.1 56 46.3 56
0.00 0.0 180 148.7 0 0.00 40.71 262586 0.00 0.0 194 160.3 0
0.37 0.27
360.4 7 5.8 91 0.97 20.68 277892 0.24 360.4 21 17.4 91
118.1 28 23.1 70 0.68 24.23 273338 0.07 118.1 42 34.7 70
0.0 180 148.7 0 0.00 40.71 262586 0.00 0.0 194 160.3 0
0.30
360.4 7 5.8 105
118.1 28 23.1 84
0.0 194 160.3 0
Et Aeff Dc Age t-t0Dc Age t-t0 ft-t0
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
45/78
Lift 3 - 4 Lift 2 - 3Load Age Load Age
Pt0 P
t0
0.16 358.2 91 75.2 7 0.26 32.25 266735 0.16 358.2 105 86.8 7
0.00 0.0 112 92.5 0 0.00 40.71 262586 0.00 0.0 126 104.1 0
0.00 0.0 194 160.3 0 0.00 40.71 262586 0.00 0.0 208 171.9 0
0.16 0.16
0.17 359.2 77 63.6 21 0.38 29.51 268589 0.17 359.2 91 75.2 21
0.00 0.0 98 81.0 0 0.00 40.71 262586 0.00 0.0 112 92.5 0
0.00 0.0 194 160.3 0 0.00 40.71 262586 0.00 0.0 208 171.9 0
0.17 0.17
0.18 359.2 63 52.1 35 0.46 27.81 269915 0.18 359.2 77 63.6 35
0.05 118.1 84 69.4 14 0.33 30.62 267793 0.05 118.1 98 81.0 14
0.00 0.0 194 160.3 0 0.00 40.71 262586 0.00 0.0 208 171.9 0
0.24 0.23
0.19 359.2 49 40.5 49 0.54 26.39 271162 0.19 359.2 63 52.1 49
0.06 118.1 70 57.8 28 0.42 28.60 269277 0.06 118.1 84 69.4 28
0.00 0.0 194 160.3 0 0.00 40.71 262586 0.00 0.0 208 171.9 0
0.25 0.25
0.20 359.2 35 28.9 63 0.63 24.99 272529 0.20 359.2 49 40.5 63
0.06 118.1 56 46.3 42 0.50 27.09 270535 0.06 118.1 70 57.8 42
0.00 0.0 194 160.3 0 0.00 40.71 262586 0.00 0.0 208 171.9 0
0.27 0.26
0.23 360.4 21 17.4 77 0.74 23.36 274321 0.21 360.4 35 28.9 77
0.07 118.1 42 34.7 56 0.58 25.70 271817 0.06 118.1 56 46.3 56
0.00 0.0 194 160.3 0 0.00 40.71 262586 0.00 0.0 208 171.9 0
0.29 0.27
360.4 7 5.8 91 0.97 20.68 277892 0.24 360.4 21 17.4 91
118.1 28 23.1 70 0.68 24.23 273338 0.07 118.1 42 34.7 70
0.0 194 160.3 0 0.00 40.71 262586 0.00 0.0 208 171.9 0
0.30
360.4 7 5.8 105
ft-t0 Et Aeff Dc Age t-t0Dc Age t-t0
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
46/78
118.1 28 23.1 84
0.0 208 171.9 0
Lift 2 - 3 Lift 1 - 2Load Age Load Age
P t0 P t0
0.16 359.2 91 75.2 7 0.21 36.60 264364 0.14 359.2 105 86.8 7
0.00 0.0 112 92.5 0 0.00 44.37 261284 0.00 0.0 126 104.1 0
0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0 222 183.4 00.16 0.14
0.17 359.2 77 63.6 21 0.31 33.94 265742 0.15 359.2 91 75.2 21
0.00 0.0 98 81.0 0 0.00 44.37 261284 0.00 0.0 112 92.5 0
0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0 222 183.4 0
0.17 0.15
0.18 359.2 63 52.1 35 0.38 32.26 266728 0.16 359.2 77 63.6 35
0.05 118.1 84 69.4 14 0.27 35.03 265150 0.05 118.1 98 81.0 14
0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0 222 183.4 0
0.24 0.20
0.19 359.2 49 40.5 49 0.44 30.82 267657 0.16 359.2 63 52.1 49
0.06 118.1 70 57.8 28 0.34 33.05 266253 0.05 118.1 84 69.4 280.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0 222 183.4 0
0.25 0.21
0.21 360.4 35 28.9 63 0.51 29.39 268675 0.17 360.4 49 40.5 63
0.06 118.1 56 46.3 42 0.41 31.53 267190 0.05 118.1 70 57.8 42
0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0 222 183.4 0
0.27 0.22
0.23 360.4 21 17.4 77 0.60 27.70 270011 0.18 360.4 35 28.9 77
0.07 118.1 42 34.7 56 0.47 30.12 268145 0.05 118.1 56 46.3 56
0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0 222 183.4 0
0.29 0.24
360.4 7 5.8 91 0.79 24.85 272671 0.20 360.4 21 17.4 91
118.1 28 23.1 70 0.55 28.60 269278 0.06 118.1 42 34.7 70
0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0 222 183.4 0
0.26
360.4 7 5.8 105
118.1 28 23.1 84
0.0 222 183.4 0
Age t-t0ft-t0 Et Aeff DcDc Age t-t0
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
47/78
Lift 1 - 2 Lift 0 - 1
Load Age Load AgeP t0 P t0
0.14 359.2 91 75.2 7 0.21 36.60 264364 0.14 359.2 105 86.8 7
0.00 0.0 112 92.5 0 0.00 44.37 261284 0.00 0.0 126 104.1 0
0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0
0.14 0.14
0.15 359.2 77 63.6 21 0.31 33.94 265742 0.15 359.2 91 75.2 21
0.00 0.0 98 81.0 0 0.00 44.37 261284 0.00 0.0 112 92.5 0
0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0
0.15 0.15
0.16 359.2 63 52.1 35 0.38 32.26 266728 0.16 359.2 77 63.6 35
0.05 118.1 84 69.4 14 0.27 35.03 265150 0.05 118.1 98 81.0 140.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0
0.21 0.20
0.17 360.4 49 40.5 49 0.44 30.82 267657 0.16 360.4 63 52.1 49
0.05 118.1 70 57.8 28 0.34 33.05 266253 0.05 118.1 84 69.4 28
0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0
0.22 0.21
0.18 360.4 35 28.9 63 0.51 29.39 268675 0.17 360.4 49 40.5 63
0.05 118.1 56 46.3 42 0.41 31.53 267190 0.05 118.1 70 57.8 42
0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0
0.23 0.22
0.19 360.4 21 17.4 77 0.60 27.70 270011 0.18 360.4 35 28.9 770.06 118.1 42 34.7 56 0.47 30.12 268145 0.05 118.1 56 46.3 56
0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0
0.25 0.24
360.4 7 5.8 91 0.79 24.85 272671 0.20 360.4 21 17.4 91
118.1 28 23.1 70 0.55 28.60 269278 0.06 118.1 42 34.7 70
0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0
0.26
360.4 7 5.8 105
118.1 28 23.1 84
0.0 236 195.0 0
Lift 0 - 1Load Age
P t0
0.14 359.2 91 75.2 7 0.21 36.60 271546 0.14
0.00 0.0 112 92.5 0 0.00 44.37 266926 0.00
0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
Age t-t0ft-t0 Et Aeff DcDc Age t-t0
ft-t0 Et Aeff DcDc Age t-t0
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
48/78
0.14 0.14
0.15 359.2 77 63.6 21 0.31 33.94 273613 0.15
0.00 0.0 98 81.0 0 0.00 44.37 266926 0.00
0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.15 0.15
0.16 360.4 63 52.1 35 0.38 32.26 275092 0.150.05 118.1 84 69.4 14 0.27 35.03 272725 0.05
0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.21 0.20
0.17 360.4 49 40.5 49 0.44 30.82 276485 0.16
0.05 118.1 70 57.8 28 0.34 33.05 274380 0.05
0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.22 0.21
0.18 360.4 35 28.9 63 0.51 29.39 278012 0.17
0.05 118.1 56 46.3 42 0.41 31.53 275785 0.05
0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.23 0.22
0.19 360.4 21 17.4 77 0.60 27.70 280016 0.17
0.06 118.1 42 34.7 56 0.47 30.12 277217 0.05
0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.25 0.23
360.4 7 5.8 91 0.79 24.85 284006 0.19
118.1 28 23.1 70 0.55 28.60 278917 0.06
0.0 236 195.0 0 0.00 44.37 266926 0.00
0.25
0.14
0.00
0.00
0.14
0.15
0.00
0.00
0.15
0.15
0.05
0.00
0.20
0.16
0.05
0.00
0.21
0.17
0.05
Dc
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
49/78
0.00
0.22
0.19
0.05
0.00
0.24
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
50/78
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
51/78
Lift 2 - 3 Lift
Load Age Load
P t0 P
0.26 32.43 266623 0.15 356.5 119 98.3 7 0.20 36.92 264210 0.14 356.5
0.00 40.71 262586 0.00 0.0 140 115.7 0 0.00 44.37 261284 0.00 0.0
0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0
0.15 0.140.37 29.76 268400 0.17 358.2 105 86.8 21 0.29 34.40 265484 0.15 358.2
0.00 40.71 262586 0.00 0.0 126 104.1 0 0.00 44.37 261284 0.00 0.0
0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0
0.17 0.15
0.45 28.15 269639 0.18 359.2 91 75.2 35 0.35 32.87 266358 0.15 359.2
0.32 30.85 267641 0.05 118.1 112 92.5 14 0.25 35.43 264942 0.05 118.1
0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0
0.23 0.20
0.52 26.83 270760 0.19 359.2 77 63.6 49 0.40 31.62 267129 0.16 359.2
0.41 28.90 269047 0.06 118.1 98 81.0 28 0.32 33.58 265943 0.05 118.1
0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0
0.24 0.21
0.59 25.60 271911 0.19 359.2 63 52.1 63 0.46 30.48 267891 0.16 359.2
0.48 27.47 270203 0.06 118.1 84 69.4 42 0.38 32.22 266749 0.05 118.1
0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0
0.25 0.22
0.67 24.32 273237 0.20 359.2 49 40.5 77 0.51 29.34 268712 0.17 359.2
0.55 26.22 271324 0.06 118.1 70 57.8 56 0.43 31.05 267507 0.05 118.1
0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0
0.26 0.22
0.79 22.77 275034 0.22 360.4 35 28.9 91 0.58 28.09 269689 0.18 360.4
0.63 24.98 272540 0.07 118.1 56 46.3 70 0.48 29.92 268289 0.06 118.1
0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0
0.28 0.23
1.02 20.15 278710 0.24 360.4 21 17.4 105 0.67 26.52 271044 0.19 360.4
0.72 23.60 274042 0.07 118.1 42 34.7 84 0.54 28.74 269173 0.06 118.1
0.00 40.71 262586 0.00 0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0
Et Aeff DcEt Aeff Dc Age t-t0 ft-t0ft-t0
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52/78
0.31 0.25
360.4 7 5.8 119 0.87 23.76 273867 0.21 360.4
118.1 28 23.1 98 0.62 27.37 270293 0.06 118.1
0.0 208 171.9 0 0.00 44.37 261284 0.00 0.0
0.27
360.4118.1
0.0
Lift 1 - 2 LiftLoad Age Load
Pt0 P
0.21 36.77 264281 0.14 358.2 119 98.3 7 0.20 36.92 264210 0.14 358.2
0.00 44.37 261284 0.00 0.0 140 115.7 0 0.00 44.37 261284 0.00 0.0
0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0
0.14 0.14
0.30 34.19 265601 0.15 359.2 105 86.8 21 0.29 34.40 265484 0.15 359.2
0.00 44.37 261284 0.00 0.0 126 104.1 0 0.00 44.37 261284 0.00 0.0
0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0
0.15 0.15
0.36 32.59 266523 0.16 359.2 91 75.2 35 0.35 32.87 266358 0.15 359.2
0.26 35.25 265038 0.05 118.1 112 92.5 14 0.25 35.43 264942 0.05 118.1
0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0
0.20 0.20
0.42 31.27 267358 0.16 359.2 77 63.6 49 0.40 31.62 267129 0.16 359.2
0.33 33.34 266083 0.05 118.1 98 81.0 28 0.32 33.58 265943 0.05 118.1
0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0
0.21 0.21
0.48 30.02 268216 0.17 359.2 63 52.1 63 0.46 30.48 267891 0.16 359.2
0.39 31.91 266943 0.05 118.1 84 69.4 42 0.38 32.22 266749 0.05 118.1
0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0
0.22 0.22
0.55 28.70 269204 0.17 360.4 49 40.5 77 0.51 29.34 268712 0.17 360.4
0.45 30.65 267778 0.05 118.1 70 57.8 56 0.43 31.05 267507 0.05 118.1
0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0
0.23 0.22
0.64 27.08 270545 0.18 360.4 35 28.9 91 0.58 28.09 269689 0.18 360.4
0.51 29.38 268685 0.06 118.1 56 46.3 70 0.48 29.92 268289 0.06 118.1
0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0
0.24 0.23
0.83 24.28 273284 0.20 360.4 21 17.4 105 0.67 26.52 271044 0.19 360.4
ft-t0 Et Aeff Dcft-t0 Et Aeff Dc Age t-t0
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53/78
0.59 27.95 269805 0.06 118.1 42 34.7 84 0.54 28.74 269173 0.06 118.1
0.00 44.37 261284 0.00 0.0 222 183.4 0 0.00 44.37 261284 0.00 0.0
0.26 0.25
360.4 7 5.8 119 0.87 23.76 273867 0.21 360.4
118.1 28 23.1 98 0.62 27.37 270293 0.06 118.1
0.0 222 183.4 0 0.00 44.37 261284 0.00 0.00.27
360.4
118.1
0.0
Lift 0 - 1Load Age
P t0
0.21 36.77 264281 0.14 359.2 119 98.3 7 0.20 36.92 271314 0.13
0.00 44.37 261284 0.00 0.0 140 115.7 0 0.00 44.37 266926 0.00
0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926 0.000.14 0.13
0.30 34.19 265601 0.15 359.2 105 86.8 21 0.29 34.40 273226 0.14
0.00 44.37 261284 0.00 0.0 126 104.1 0 0.00 44.37 266926 0.00
0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.15 0.14
0.36 32.59 266523 0.16 359.2 91 75.2 35 0.35 32.87 274537 0.15
0.26 35.25 265038 0.05 118.1 112 92.5 14 0.25 35.43 272414 0.05
0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.20 0.20
0.42 31.27 267358 0.16 359.2 77 63.6 49 0.40 31.62 275693 0.15
0.33 33.34 266083 0.05 118.1 98 81.0 28 0.32 33.58 273914 0.050.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.21 0.20
0.48 30.02 268216 0.17 360.4 63 52.1 63 0.46 30.48 276836 0.16
0.39 31.91 266943 0.05 118.1 84 69.4 42 0.38 32.22 275123 0.05
0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.22 0.21
0.55 28.70 269204 0.17 360.4 49 40.5 77 0.51 29.34 278069 0.17
0.45 30.65 267778 0.05 118.1 70 57.8 56 0.43 31.05 276260 0.05
0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.23 0.22
0.64 27.08 270545 0.18 360.4 35 28.9 91 0.58 28.09 279534 0.17
0.51 29.38 268685 0.06 118.1 56 46.3 70 0.48 29.92 277434 0.05
0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.24 0.23
0.83 24.28 273284 0.20 360.4 21 17.4 105 0.67 26.52 281566 0.18
0.59 27.95 269805 0.06 118.1 42 34.7 84 0.54 28.74 278759 0.06
0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37 266926 0.00
0.26 0.24
ft-t0 Etft-t0 Et Aeff DcAeff Dc Age t-t0
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
54/78
360.4 7 5.8 119 0.87 23.76 285801 0.20
118.1 28 23.1 98 0.62 27.37 280439 0.06
0.0 236 195.0 0 0.00 44.37 266926 0.00
0.26
0.21 36.77 271421 0.13
0.00 44.37 266926 0.00
0.00 44.37 266926 0.00
0.13
0.30 34.19 273402 0.14
0.00 44.37 266926 0.00
0.00 44.37 266926 0.00
0.14
0.36 32.59 274784 0.15
0.26 35.25 272556 0.050.00 44.37 266926 0.00
0.20
0.42 31.27 276037 0.16
0.33 33.34 274124 0.05
0.00 44.37 266926 0.00
0.21
0.48 30.02 277324 0.16
0.39 31.91 275415 0.05
0.00 44.37 266926 0.00
0.21
0.55 28.70 278807 0.170.45 30.65 276667 0.05
0.00 44.37 266926 0.00
0.22
0.64 27.08 280817 0.18
0.51 29.38 278027 0.05
0.00 44.37 266926 0.00
0.23
0.83 24.28 284927 0.20
0.59 27.95 279708 0.06
0.00 44.37 266926 0.00
0.25
Aeff Dcft-t0 Et
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
55/78
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
56/78
-
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57/78
-
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58/78
1 - 2 Lift 0 - 1
Age Load Age
t0 P t0
133 109.9 7 0.20 37.05 264148 0.14 356.5 147 121.5 7 0.19 37.17
154 127.2 0 0.00 44.37 261284 0.00 0.0 168 138.8 0 0.00 44.37
222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37
0.14119 98.3 21 0.28 34.59 265384 0.15 358.2 133 109.9 21 0.28 34.75
140 115.7 0 0.00 44.37 261284 0.00 0.0 154 127.2 0 0.00 44.37
222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37
0.15
105 86.8 35 0.34 33.10 266220 0.15 359.2 119 98.3 35 0.33 33.30
126 104.1 14 0.25 35.59 264861 0.05 118.1 140 115.7 14 0.24 35.73
222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37
0.20
91 75.2 49 0.39 31.91 266944 0.16 359.2 105 86.8 49 0.38 32.16
112 92.5 28 0.31 33.79 265825 0.05 118.1 126 104.1 28 0.31 33.97
222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37
0.21
77 63.6 63 0.44 30.85 267642 0.16 359.2 91 75.2 63 0.42 31.14
98 81.0 42 0.37 32.48 266590 0.05 118.1 112 92.5 42 0.36 32.71
222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37
0.21
63 52.1 77 0.49 29.81 268364 0.17 359.2 77 63.6 77 0.47 30.19
84 69.4 56 0.41 31.37 267293 0.05 118.1 98 81.0 56 0.40 31.64
222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37
0.22
49 40.5 91 0.54 28.74 269167 0.17 360.4 63 52.1 91 0.52 29.23
70 57.8 70 0.46 30.33 267997 0.05 118.1 84 69.4 70 0.45 30.66
222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37
0.23
35 28.9 105 0.61 27.54 270142 0.18 360.4 49 40.5 105 0.57 28.21
56 46.3 84 0.51 29.29 268751 0.06 118.1 70 57.8 84 0.49 29.71
222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37
Et Aeff Dc Age t-t0 ft-t0 EtAge t-t0 ft-t0
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59/78
0.24
21 17.4 119 0.71 26.01 271518 0.19 360.4 35 28.9 119 0.64 27.05
42 34.7 98 0.58 28.17 269624 0.06 118.1 56 46.3 98 0.54 28.73
222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37
0.25
7 5.8 133 0.91 23.27 274428 0.21 360.4 21 17.4 133 0.74 25.5428 23.1 112 0.65 26.84 270753 0.06 118.1 42 34.7 112 0.60 27.65
222 183.4 0 0.00 44.37 261284 0.00 0.0 236 195.0 0 0.00 44.37
0.27
360.4 7 5.8 147 0.94 22.82
118.1 28 23.1 126 0.68 26.36
0.0 236 195.0 0 0.00 44.37
0 - 1Age
t0
133 109.9 7 0.20 37.05 271221 0.13
154 127.2 0 0.00 44.37 266926 0.00
236 195.0 0 0.00 44.37 266926 0.00
0.13
119 98.3 21 0.28 34.59 273076 0.14
140 115.7 0 0.00 44.37 266926 0.00
236 195.0 0 0.00 44.37 266926 0.00
0.14
105 86.8 35 0.34 33.10 274330 0.15
126 104.1 14 0.25 35.59 272291 0.05
236 195.0 0 0.00 44.37 266926 0.00
0.19
91 75.2 49 0.39 31.91 275417 0.15
112 92.5 28 0.31 33.79 273737 0.05
236 195.0 0 0.00 44.37 266926 0.00
0.20
77 63.6 63 0.44 30.85 276463 0.16
98 81.0 42 0.37 32.48 274884 0.05
236 195.0 0 0.00 44.37 266926 0.00
0.21
63 52.1 77 0.49 29.81 277546 0.16
84 69.4 56 0.41 31.37 275939 0.05
236 195.0 0 0.00 44.37 266926 0.00
0.21
49 40.5 91 0.54 28.74 278750 0.17
70 57.8 70 0.46 30.33 276995 0.05
236 195.0 0 0.00 44.37 266926 0.00
0.22
35 28.9 105 0.61 27.54 280213 0.18
Aeff DcAge t-t0 ft-t0 Et
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
60/78
56 46.3 84 0.51 29.29 278127 0.05
236 195.0 0 0.00 44.37 266926 0.00
0.23
21 17.4 119 0.71 26.01 282277 0.18
42 34.7 98 0.58 28.17 279436 0.06
236 195.0 0 0.00 44.37 266926 0.000.24
7 5.8 133 0.91 23.27 286642 0.20
28 23.1 112 0.65 26.84 281129 0.06
236 195.0 0 0.00 44.37 266926 0.00
0.26
-
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61/78
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7/28/2019 RCCen55 Axial Column Shorteningwwr
62/78
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
63/78
-
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64/78
-
7/28/2019 RCCen55 Axial Column Shorteningwwr
65/78
271139 0.13
266926 0.00
266926 0.00
0.13272946 0.14
266926 0.00
266926 0.00
0.14
274154 0.15
272183 0.05
266926 0.00
0.19
275187 0.15
273585 0.05
266926 0.00
0.20
276162 0.16
274683 0.05
266926 0.00
0.21
277146 0.16
275677 0.05
266926 0.00
0.21
278196 0.17
276649 0.05
266926 0.00
0.22
279388 0.17
277659 0.05
266926 0.00
DcAeff
-
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66/78
0.23
280858 0.18
278768 0.06
266926 0.00
0.23
282961 0.19280075 0.06
266926 0.00
0.24
287459 0.21
281789 0.06
266926 0.00
0.27
-
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67/78
Project Spreadsheets to EC2Client Advisory Group
Location Column K2
AXIAL COLUMN SHORTENING to EN 1992-1 : 2003
Originated from RCCe55.xls v2.2 on CD 2002-2003 BCA for RCC For expla
Total Shrinkage RH = 1.124 ds1 = 4 ds2 = 0.12
Lift11 - R 11.71 17.08 ##### 1.086 75 355 403 1.39 14.61
10 - 11 12.41 16.12 ##### 1.225 75 355 403 1.23 13.22
9 - 10 14.14 14.15 ##### 1.111 75 355 376 1.27 11.99
8 - 9 13.59 14.71 ##### 1.091 75 355 368 1.26 10.72
7 - 8 13.88 14.41 ##### 1.140 75 355 368 1.21 9.46
6 - 7 18.99 10.53 ##### 1.065 125 279 355 1.25 8.255 - 6 19.24 10.40 ##### 1.133 125 279 355 1.18 7.00
4 - 5 19.55 10.23 ##### 1.132 125 279 348 1.15 5.82
3 - 4 19.74 10.13 ##### 1.130 125 279 348 1.15 4.67
2 - 3 24.19 8.27 ##### 1.106 175 219 351 1.19 3.51
1 - 2 24.36 8.21 ##### 1.106 175 219 351 1.19 2.32
0 - 1 24.52 8.16 ##### 1.157 175 219 351 1.14 1.14
Shrinkage Before Construction
Roof Age
Lift t11 - R 2 17 36.25 5.52 1.028 8 0.432 32 0.064 53
10 - 11 359 45 7.99 25.04 1.350 22 0.609 46 0.205 113
9 - 10 717 70 10.30 19.41 1.152 36 0.699 52 0.226 120
8 - 9 1194 102 11.67 17.14 1.106 50 0.757 57 0.258 132
7 - 8 1672 134 12.45 16.07 1.156 64 0.798 60 0.311 151
6 - 7 2149 158 13.62 14.68 1.091 78 0.829 104 0.357 186
5 - 6 2626 181 14.52 13.78 1.176 92 0.853 107 0.397 198
4 - 5 3105 204 15.24 13.12 1.169 106 0.872 109 0.394 197
3 - 4 3583 226 15.84 12.63 1.162 120 0.888 111 0.425 206
2 - 3 4062 245 16.60 12.05 1.155 134 0.901 158 0.453 237
1 - 2 4540 263 17.26 11.59 1.149 148 0.912 160 0.478 2440 - 1 5019 281 17.84 11.21 1.216 162 0.922 161 0.501 249
LEVEL 1 Age
Lift t
10 - 11 2 17 36.25 5.52 1.077 8 0.432 32 0.064 53
ecs
E ae
1+aerae r eca LTE Ds
SP S[P/E] E ae 1+aer bas(t) eca (t)
ecd,0 SDs
1+aerSP bas(t) eca (t) ecsS[P/E] bds(t,ts)
bds(t,ts) ecs
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9 - 10 360 42 8.53 23.46 1.184 22 0.609 46 0.144 89
8 - 9 720 68 10.55 18.95 1.118 36 0.699 52 0.196 110
7 - 8 1197 101 11.85 16.87 1.164 50 0.757 57 0.258 132
6 - 7 1674 125 13.41 14.92 1.093 64 0.798 100 0.311 171
5 - 6 2152 148 14.50 13.79 1.177 78 0.829 104 0.357 186
4 - 5 2630 171 15.34 13.04 1.168 92 0.853 107 0.360 1873 - 4 3109 194 16.00 12.50 1.161 106 0.872 109 0.394 197
2 - 3 3587 213 16.85 11.87 1.153 120 0.888 155 0.425 230
1 - 2 4066 231 17.57 11.39 1.147 134 0.901 158 0.453 237
0 - 1 4544 250 18.19 11.00 1.212 148 0.912 160 0.478 244
LEVEL 1 Age
Lift t
9 - 10 4 9 36.25 5.52 1.043 8 0.432 32 0.042 45
8 - 9 363 37 9.82 20.37 1.126 22 0.609 46 0.123 82
7 - 8 722 63 11.48 17.41 1.169 36 0.699 52 0.196 110
6 - 7 1200 87 13.73 14.57 1.090 50 0.757 95 0.258 154
5 - 6 1677 111 15.07 13.27 1.170 64 0.798 100 0.311 171
4 - 5 2156 135 16.00 12.50 1.161 78 0.829 104 0.322 175
3 - 4 2634 158 16.69 11.98 1.154 92 0.853 107 0.360 187
2 - 3 3113 177 17.62 11.35 1.146 106 0.872 153 0.394 222
1 - 2 3591 195 18.38 10.88 1.140 120 0.888 155 0.425 230
0 - 1 4070 214 19.03 10.51 1.203 134 0.901 158 0.453 237
LEVEL Age
Lift t
8 - 9 5 7 36.25 5.52 1.034 8 0.432 32 0.036 437 - 8 364 35 10.40 19.23 1.186 22 0.609 46 0.123 82
6 - 7 723 54 13.34 14.99 1.093 36 0.699 87 0.196 133
5 - 6 1201 79 15.26 13.11 1.168 50 0.757 95 0.258 154
4 - 5 1679 103 16.37 12.22 1.157 64 0.798 100 0.278 162
3 - 4 2158 126 17.12 11.68 1.150 78 0.829 104 0.322 175
2 - 3 2636 145 18.17 11.01 1.142 92 0.853 149 0.360 213
1 - 2 3115 164 19.00 10.53 1.135 106 0.872 153 0.394 222
0 - 1 3593 183 19.67 10.17 1.196 120 0.888 155 0.425 230
LEVEL Age
Lift t
7 - 8 5 7 36.25 5.52 1.053 8 0.432 32 0.036 43
6 - 7 364 28 13.12 15.24 1.095 22 0.609 76 0.123 104
5 - 6 723 47 15.40 12.99 1.166 36 0.699 87 0.196 133
4 - 5 1202 71 16.83 11.88 1.153 50 0.757 95 0.229 146
3 - 4 1680 95 17.64 11.34 1.146 64 0.798 100 0.278 162
ecs
eca (t) ecs
bds(t,ts)SP S[P/E] E ae 1+aer bas(t) eca (t)
SP S[P/E] E ae 1+aer bas(t)
bas(t) eca (t) ecsbds(t,ts)
bds(t,ts)
SP S[P/E] E ae 1+aer
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2 - 3 2159 115 18.84 10.62 1.137 78 0.829 145 0.322 202
1 - 2 2637 134 19.73 10.14 1.130 92 0.853 149 0.360 213
0 - 1 3116 153 20.42 9.79 1.189 106 0.872 153 0.394 222
LEVEL Age
Lift t6 - 7 5 8 40.71 4.91 1.030 8 0.432 54 0.036 62
5 - 6 364 29 12.70 15.74 1.202 22 0.609 76 0.123 104
4 - 5 724 48 15.14 13.21 1.170 36 0.699 87 0.173 126
3 - 4 1203 72 16.64 12.02 1.155 50 0.757 95 0.229 146
2 - 3 1681 92 18.29 10.94 1.141 64 0.798 140 0.278 189
1 - 2 2160 111 19.41 10.30 1.133 78 0.829 145 0.322 202
0 - 1 2638 130 20.24 9.88 1.191 92 0.853 149 0.360 213
LEVEL Age
Lift t5 - 6 5 8 40.71 4.91 1.063 8 0.432 54 0.036 62
4 - 5 365 29 12.76 15.67 1.202 22 0.609 76 0.107 100
3 - 4 726 48 15.18 13.18 1.170 36 0.699 87 0.173 126
2 - 3 1204 68 17.74 11.28 1.145 50 0.757 132 0.229 173
1 - 2 1683 88 19.22 10.41 1.134 64 0.798 140 0.278 189
0 - 1 2161 107 20.22 9.89 1.191 78 0.829 145 0.322 202
LEVEL Age
Lift t
4 - 5 6 7 40.71 4.91 1.063 8 0.432 54 0.031 61
3 - 4 366 27 13.55 14.76 1.190 22 0.609 76 0.107 100
2 - 3 727 43 17.01 11.76 1.151 36 0.699 122 0.173 153
1 - 2 1205 63 19.19 10.42 1.134 50 0.757 132 0.229 173
0 - 1 1684 82 20.41 9.80 1.189 64 0.798 140 0.278 189
LEVEL Age
Lift t
3 - 4 6 7 40.71 4.91 1.063 8 0.432 54 0.031 61
2 - 3 366 23 15.75 12.70 1.163 22 0.609 107 0.107 125
1 - 2 727 39 18.65 10.72 1.138 36 0.699 122 0.173 153
0 - 1 1205 59 20.41 9.80 1.189 50 0.757 132 0.229 173
LEVEL Age
Lift t
2 - 3 6 7 44.37 4.51 1.058 8 0.432 76 0.031 81
1 - 2 366 24 15.35 13.03 1.168 22 0.609 107 0.107 125
ecsbds(t,ts)
bds(t,ts)
SP S[P/E] E ae 1+aer bas(t) eca (t)
ecsbds(t,ts)
SP S[P/E] E ae 1+aer bas(t) eca (t) ecs
eca (t) ecsbds(t,ts)
SP S[P/E] E ae 1+aer bas(t) eca (t)
SP S[P/E] E ae 1+aer bas(t)
SP S[P/E] E ae
1+aer
bas(t)
eca (t) ecsbds(t,ts)
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0 - 1 727 40 18.36 10.89 1.210 36 0.699 122 0.173 153
LEVEL Age
Lift t
1 - 2 6 7 44.37 4.51 1.058 8 0.432 76 0.031 81
0 - 1 366 24 15.35 13.03 1.252 22 0.609 107 0.107 125
LEVEL 1 Age
Lift t
0 - 1 6 7 44.37 4.51 1.087 8 0.432 76 0.031 81
ecsbds(t,ts)
bds(t,ts)
SP S[P/E] E ae 1+aer bas(t) eca (t)
SP S[P/E] E ae 1+aer bas(t) eca (t) ecs
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nations of terms, see TOOL TIPS
Ds
0.19
0.31
0.39
0.45
0.49
0.64
0.63
0.63
0.66
0.77
0.790.77 6.74
Ds
0.19
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0.28
0.37
0.43
0.59
0.59
0.600.64
0.75
0.78
0.75 5.96
Ds
0.16
0.27
0.35
0.53
0.55
0.57
0.61
0.73
0.76
0.74 5.26
Ds
0.160.26
0.45
0.49
0.52
0.57
0.70
0.73
0.72 4.61
Ds
0.15
0.36
0.43
0.47
0.53
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0.66
0.70
0.70 4.01
Ds
0.23
0.33
0.40
0.47
0.62
0.67
0.67 3.39
Ds
0.22
0.31
0.40
0.57
0.62
0.63 2.76
Ds
0.21
0.32
0.50
0.57
0.59 2.19
Ds
0.21
0.40
0.50
0.54 1.67
Ds
0.29
0.40
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0.47 1.16
Ds
0.29
0.38 0.66
Ds
0.28
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Procedure
Shorten ings Between Floors
These are the amounts by which individual column lifts may be reduced in length fol
Floor Displacements
1. Run each column or wall and save it under an individual file name.
2.
3.
4. Write a VBA macro to iterate this transfer process until a balance is reach
5. Differentiual foundation displacements may also need to be condidered w
Disclaimer
Revis ion history RCCen55 Axial Column Shortening
Date Version Action Size (kB)1-Apr-03 CCen55 v2.
Updated to November 2002 draft (shrinkage method
changed).1306
23-Jan-03 CCen55 v2. DETR logo replaced by DTI. 1324
11-Oct-02 CCen55 v2. Version 2 enhancements 1344
####### RCCen55 b1 Updated to final draft of EN. 1323
MAIN is used to input materials and dimensional data then loads. Enter general dat
This spreadsheet works out column shortenings to EC2 (prEN 1992-1 : 2001) clauses
B. It works from the roof down and assumes that time 0 equates to construction of t
construction history is input so that time-dependent creep and shrinkage factors ma
EC2 permits RH values between 20% (internal exposure ) and 100% (submerge
(80%)during the construction period, followed by a reduced RH in use. When in dou
This spreadsheet should be used in compliance with the accompanying publicatio
design to BS 8110 and EC2' available from British Cement Association, Telford Av
All advice or information from the British Cement Association and/or Reinforced Concrete C
will evaluate the significance and limitations of its contents and take responsibility for its
(including that for negligence) for any loss resulting from such advice or information is acc
subcontractors, suppliers or advisors. Users should note that all BCA software and publicati
Write a routine within one of these worksheets, to assess the amount
using long-term cracked section properties for connecting horizontal
results between worksheets. Remember to adjust estimated displacemen
These are long-term net displacements of floors from the level at which they wer
shape of the curve being defined by effects of incremental loading and the ass
occuring prior to a floor's construction is compensated for.
Any differential shortening between connected vertical members will generate
connecting slabs or beams are stiff and/or short, such load transfer can be substaneven be critical at ULS. If such effects are considered to be critical between a group
Add a routine in each linked worksheet to modify the long-term floor lo
transfer loads into cells MAIN!Q15:Q26, which are already set up for this
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####### RCCe55 a3Input of general data converted to controls, print
macro added & definitions replaced by tool-tips.1322
####### RCCe55 a2Notes expanded, row tiltles added on CREEP
pages, and definitions added.1288
5-Jan-01 RCCe55 a1 First alpha version 1301
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lowing construction of the floor immediately above.
ed (ie. residual transfer is close to zero).
ithin this process.
Status of spreadsh eet
Public release version.
first, before geometry and
3.1.3(1), 3.1.3(3) and Annex
e lowest column. A detailed
be computed.
). Exposure will be external
bt, a value of 65% could be
'Spreadsheets for concrete
enue, Crowthorne, Berkshire
ouncil is intended for those who
se and application. No liability
pted by the BCA, RCC or their
ons are subject to revision from
f load tranfer at each level,
members. This will link the
s by any elastic shortening
e constructed; the particular
umption that any shortening
transfer of vertical load. If
tial and in tall buildings, mayof vertical members, the
ds at each level, by adding
urpose. NOTE: transfer of
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