Post on 05-Apr-2018
transcript
7/31/2019 Dead Load Live Load Round 3
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Second Floor
w/ E.W. Beam Grid T. Length Thickness Dead Load Live load U
Y2 - Y2' x1 0.000 0.000 9.050 0.000
Y2'-Y3 2.000 0.110 18.070 4.800
Y1 - Y2 1.000 0.110 13.560 2.400
* Y3 - Y4 x6 1.667 0.110 16.568 4.001Y2' - Y3 1.667 0.110 16.568 4.001
Y2 - Y2' 0.000 0.000 9.050 0.000
Y2 - Y1 0.833 0.110 12.807 1.999
Grid Beam T. Length Thickness Dead Load Live load U
x2 Y3 - Y4 1.075 0.110 6.768 2.580
Y2' - Y3 1.075 0.110 6.768 2.580
Y2 - Y2' 1.575 0.110 9.023 3.780
Y1 - Y2 2.075 0.110 11.278 4.980
x3 Y3 - Y4 2.325 0.125 13.243 5.580
Y2 - Y3 2.325 0.125 13.243 5.580
Y1- Y2 2.325 0.125 13.243 5.580
x4 Y3 - Y4 2.083 0.125 12.064 4.999
Y2 - Y3 2.083 0.125 12.064 4.999
Y1 - Y2 2.083 0.125 12.064 4.999
x5 Y3 - Y4 0.833 0.110 5.677 1.999
Y2' - Y3 2.500 0.110 13.195 6.000
Y2 - Y2' 1.333 0.110 7.932 3.199
Y1 - Y2 1.666 0.110 9.434 3.998
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x1' Y1 - Y2 2.000 0.110 10.940 4.800
x2' Y3 - Y4 2.150 0.110 11.617 5.160
Y2' - Y3 2.150 0.110 11.617 5.160
Y2 - Y2' 2.150 0.110 11.617 5.160
Y1 - Y2 2.150 0.110 11.617 5.160
x3' Y3 - Y4 2.500 0.125 14.095 6.000
Y2-Y3 2.500 0.125 14.095 6.000Y1 - Y2 2.500 0.125 14.095 6.000
x4' Y3 - Y4 1.667 0.110 9.438 4.001
Y2-Y3 1.667 0.110 9.438 4.001
Y1 - Y2 1.667 0.110 9.438 4.001
x5' Y1 - Y2 1.667 0.110 9.438 4.001
Y2 X1 - X2
`
x5
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ltimate load For Accessories Area Height ng wall
12.67 a 0.050 0.080 3.100
33.458 b 0.240
23.064 c 1.580
d
29.997 e29.997 f
12.67 g
21.328 h
1.870
ltimate load
for R:13.861 Unit Load: Beam Grid
13.861 23.476 Y1 - Y2 x1'
19.058 25.036 Y3 - Y4 x2'
24.255 25.036 Y2' - Y3
25.036 Y2 - Y2'
28.026 25.036 Y1 - Y2
28.026 29.933 Y3 - Y4 x3'
28.026 29.933 Y2-Y3
29.933 Y1 - Y2
25.388 20.015 Y3 - Y4 x4'
25.388 20.015 Y2-Y3
25.388 20.015 Y1 - Y2
20.015 Y1 - Y2 x5'
11.346
28.673
16.543
20.004
(Constant)
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23.476
25.036
25.036
25.036
25.036
29.933
29.93329.933
20.015
20.015
20.015
20.015
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Upper Ground
w/ E.W. Beam Grid T. Length Thickness Dead Load Live load U
y3 - y4 x2 1.075 0.110 15.048 2.580
* Y3 - Y4 x6 0.500 0.110 12.455 1.200
Y2' - Y3 2.167 0.110 19.973 5.201
Y2 - Y2' 0.500 0.110 12.455 1.200Y2 - Y1 1.333 0.110 16.212 3.199
Grid Beam T. Length Thickness Dead Load Live load U
x2 Y2 - Y3 1.075 0.110 6.768 2.580
Y1 - Y2 1.075 0.110 6.768 2.580
x3 Y3 - Y4 2.325 0.125 13.243 5.580
Y2 - Y3 2.325 0.125 13.243 5.580
Y1- Y2 2.325 0.125 13.243 5.580
x4 Y3 - Y4 2.083 0.125 12.064 4.999Y2 - Y3 2.083 0.125 12.064 4.999
Y1 - Y2 2.083 0.125 12.064 4.999
x5 Y3 - Y4 0.833 0.110 5.677 1.999
Y2' - Y3 2.500 0.110 13.195 6.000
Y2 - Y2' 1.333 0.110 7.932 3.199
Y1 - Y2 1.666 0.110 9.434 3.998
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0.000 0.000 0.000 0.000
x2' Y3 - Y4 2.150 0.110 11.617 5.160
Y2 - Y3 2.150 0.110 11.617 5.160
Y1 - Y2 2.150 0.110 11.617 5.160
x3' Y3 - Y4 2.500 0.125 14.095 6.000
Y2-Y3 2.500 0.125 14.095 6.000Y1 - Y2 2.500 0.125 14.095 6.000
x4' Y3 - Y4 1.667 0.110 9.438 4.001
Y2-Y3 1.667 0.110 9.438 4.001
Y1 - Y2 1.667 0.110 9.438 4.001
x5' Y1 - Y2 1.667 0.110 9.438 4.001
Y2 X1 - X2
x5
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ltimate load For Accessories Area Height ng wall
25.453 a 0.050 0.080 3.600
b 0.240
19.477 c 1.580
36.804 d
19.477 e28.135 f
g
h
1.870
ltimate load
for R:13.861 Unit Load: Beam Grid
13.861
25.036 Y3 - Y4 x2'
25.036 Y2 - Y3
25.036 Y1 - Y2
28.026
28.026 29.933 Y3 - Y4 x3'
28.026 29.933 Y2-Y3
29.933 Y1 - Y2
25.388 20.015 Y3 - Y4 x4'25.388 20.015 Y2-Y3
25.388 20.015 Y1 - Y2
20.015 Y1 - Y2 x5'
11.346
28.673
16.543
20.004
(Constant)
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Length Reaction
3.200 40.058
5.650 70.727 Y3 of X2' 110.785 Y4 of X2' 40.058
3.800 47.568 Y2 of X2' 118.295 Y1 of X2' 47.568
3.200 47.893
5.650 84.561 Y3 at X3' 132.454 Y4 at X3' 47.893
3.800 56.873 Y2 at X3' 141.434 Y1 at X3' 56.873
3.200 32.0245.650 56.542 Y3 at X4' 88.566 Y4 at X4' 32.024
3.800 38.029 Y2 at X4' 94.571 Y1 at X4' 38.029
3.800 38.029
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RoofDeck
Beam Grid T. Length Thickness Dead Load Live load U
Y2- Y3 x1 2.000 0.110 5.860 4.800
* Y1 - Y2 X1 0.000 0.000 0.000 0.000
Y3 - Y4 X2 0.000 0.000 0.000 0.000
Y2 - Y3 X2 4.150 0.110 12.160 9.960Y1 - Y2 X2 0.000 0.000 0.000 0.000
Y3 - Y4 X3 0 0.000 0.000 0.000
Y2 - Y3 X3 2.15 0.110 6.300 5.160
Y1 - Y2 X3 0 0.000 0.000 0.000
X1 - X2 Y1 1.9 0.110 5.567 4.560
X3 - X2 Y1 1.9 0.110 5.567 4.560
X2 -X1 Y2 1.9 0.110 5.567 4.560
X3 - X2 Y2 1.9 0.110 5.567 4.560
X1 - X2 Y3 0 0.000 0 0.000
X2 -X3 Y3 1.6 0.110 4.688 3.840
X2 -X3 Y4 1.6 0.110 4.688 3.840
Grid Beam T. Length Thickness Dead Load Live load U
x2 Y2 - Y3 1.075 0.110 5.070 2.580Y1 - Y2 1.075 0.110 5.070 2.580
x3 Y3 - Y4 2.325 0.125 9.569 5.580
Y2 - Y3 2.325 0.125 9.569 5.580
Y1- Y2 2.325 0.125 9.569 5.580
x4 Y3 - Y4 2.083 0.125 8.773 4.999
Y2 - Y3 2.083 0.125 8.773 4.999Y1 - Y2 2.083 0.125 8.773 4.999
x5 Y3 - Y4 0.833 0.110 4.361 1.999
Y2' - Y3 2.500 0.110 9.245 6.000
Y2 - Y2' 1.333 0.110 5.826 3.199
Y1 - Y2 1.666 0.110 6.801 3.998
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x2' Y3 - Y4 2.150 0.110 8.220 5.160
Y2 - Y3 2.150 0.110 8.220 5.160
Y1 - Y2 2.150 0.110 8.220 5.160
x3' Y3 - Y4 2.500 0.125 10.145 6.000
Y2-Y3 2.500 0.125 10.145 6.000
Y1 - Y2 2.500 0.125 10.145 6.000x4' Y3 - Y4 1.667 0.110 6.804 4.001
Y2-Y3 1.667 0.110 6.804 4.001
Y1 - Y2 1.667 0.110 6.804 4.001
x5' Y1 - Y2 1.667 0.110 6.804 4.001
Y2 X1 - X2
x5
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ltimate load For Accessories Area Height ng wall
16.364 a 0.050 0.080 3.600
b 0.240
0 c
0 d
33.956 e0 f
g
0 h
17.592 0.290
0
for R:
15.546 UNIT LOAD Beam Grid
15.546 33.956 Y2 - Y3 x2
15.546
15.546
0
13.091
13.091
ltimate load
for R:
11.484 Unit Load: Beam Grid11.484
20.280 Y3 - Y4 x2'
20.280 Y2 - Y3
20.280 Y1 - Y2
22.883
22.883 24.403 Y3 - Y4 x3'
22.883 24.403 Y2-Y3
24.403 Y1 - Y2
20.781 16.327 Y3 - Y4 x4'
20.781 16.327 Y2-Y320.781 16.327 Y1 - Y2
16.327 Y1 - Y2 x5'
9.504
23.143
13.595
16.318
(Constant)
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20.28
20.28
20.28
24.403
24.403
24.40316.327
16.327
16.327
16.327
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Length Reaction
5.650 95.926
Length Reaction
3.200 32.448
5.650 57.291 Y3 of X2' 89.739 Y4 of X2' 32.448
3.800 38.532 Y2 of X2' 95.823 Y1 of X2' 38.532
3.200 39.045
5.650 68.938 Y3 at X3' 107.983 Y4 at X3' 39.045
3.800 46.366 Y2 at X3' 115.304 Y1 at X3' 46.366
3.200 26.123
5.650 46.124 Y3 at X4' 72.247 Y4 at X4' 26.1233.800 31.021 Y2 at X4' 77.145 Y1 at X4' 31.021
3.800 31.021
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RoofDeck
slab Beam Grid T. Length Thickness Dead Load Live load U
Y2- Y3 x1 2.000 0.110 18.070 4.800
Y1 - Y2 X1 0.000 0.000 9.050 0.000
*
Y2 - Y3 X3 2.15 0.110 18.747 5.160
Y1 - Y2 X3 0 0.110 9.050 0.000
CEILING LIKE
Y3 - Y4 x4 2.08325 0.125 6.854 5.000
Y2 - Y3 X4 2.08325 0.125 6.854 5.000
Y1 - Y2 X4 2.08325 0.125 6.854 5.000
Y3 - Y4 X5 0.833 0.110 2.441 1.999
Y2' - Y3 X5 2.48325 0.110 7.276 5.960
Y2 - Y2' X5 1.33325 0.110 3.906 3.200
Y1 - Y2 X5 0.833 0.110 2.441 1.999
Y3 - Y4 X3' 2.5 0.125 8.225 6.000
Y2 - Y3 X3' 2.5 0.125 8.225 6.000
Y1 - Y2 X3' 2.5 0.125 8.225 6.000
Y3 - Y4 X4' 1.6665 0.110 4.883 4.000
Y2 - Y3 X4' 1.6665 0.110 4.883 4.000
Y1 - Y2 X4' 1.6665 0.110 4.883 4.000
Y3 - Y4 X3 0 0.110 0.000 0.000
WHERE H=1.5m Y3 - Y4 x6 0 0.110 3.450 0.000
Y2' - Y3 X6 1.6665 0.110 8.333 4.000
Y1 - Y2 X6 1.6665 0.110 8.333 4.000
Y3 - Y4 X2 0 0.110 3.450 0.000Y2 - Y2' x6 0 0.110 3.450
Grid Beam T. Length Thickness Dead Load Live load
x2
Y2 - Y3 4.150 0.110 20.637 9.960
Y1 - Y2 0.000 0.000 1.920 0.000
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x5
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ltimate load For Accessories Area Height ng wall
33.458 a 0.050 0.080 3.100
12.67 b 0.240
c 1.580
35.018 d
12.67 ef
g
18.096 h
18.096 1.870
18.096 0.290
6.816 for R:
20.318 UNIT LOAD Beam Grid
10.908 21.715 Y3 - Y4 x3'
6.816 21.715 Y2 - Y3 X3'
21.715 21.715 Y1 - Y2 X3'
21.715 13.636 Y3 - Y4 X4'
21.715 13.636 Y2 - Y3 X4'
13.636 13.636 Y1 - Y2 X4'
13.636
13.636
0
4.83
18.466
18.466
4.834.83
45.824
2.688
(Constant)
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Design Criteria
Height of Wall (roofdeck)
X3 - X4 1.5
X4 - X5 1.5
Y2 - Y3 1.5
Y3 - Y4 1.5
Length Reaction
3.200 34.744
5.65 61.345 Y3 AT X3' 96.089 Y4 AT X3' 34.744
3.8 41.259 Y2 AT X3' 102.603 Y1 AT X3' 41.259
3.2 21.818
5.65 38.522 Y3 AT X4' 60.339 Y4 AT X4' 21.818
3.8 25.908 Y2 AT X4' 64.430 Y1 AT X4' 25.908
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RoofDeck
slab Beam Grid T. Length Thickness Dead Load Live load U
X2 - X1 Y1 1.900 0.110 17.619 4.560
X3 - X2 Y1 1.900 0.110 17.619 4.560
* X2 - X1 Y3 0 0.110 9.050 0.000
X3 - X4 Y3 0 0.110 9.050 0.000
X2 - X3 y3 0 0.110 9.050 0.000
CEILING LIKE
X4 - X3 Y2 0 0.000 0.000 0.000
X5 - X6 Y3 1.6 0.110 4.688 3.840
x3 - x3' y2 0 0.110 0.000 0.000
x4 - x4' y2 0 0.110 0.000 0.000
WHERE H=1.5m X3 - X3' Y1 0 0.000 3.450 0.000
X3' - X4 Y1 0 0.000 3.450 0.000
X4 - X4' Y1 0 0.000 3.450 0.000
X4' - X5 Y1 0 0.000 3.450 0.000
X5 - X6 Y1 0 0.000 3.450 0.000
X2 - X3 Y4 1.6 0.110 8.138 3.840
X3 - X3' Y4 0 0.000 3.450 0.000
X3' - X4 Y4 0 0.000 3.450 0.000
X4 - X4' Y4 0 0.000 3.450 0.000
X4' - X5 Y4 0 0.000 3.450 0.000
X5 - X6 Y4 1.6 0.110 8.138 3.840
Grid Beam T. Length Thickness Dead Load Live load
Y2 X2 - X1 1.900 0.110 10.489 4.560
X3 - X2 1.900 0.110 10.489 4.560
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x5
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ltimate load For Accessories Area Height ng wall
32.419 a 0.050 0.080 3.100
32.419 b 0.240
12.67 c 1.580
12.67 d
12.67 ef
g
h
0 1.870
13.091 0.290
0
0
4.83
4.83
4.83
4.83
4.83
17.921
4.83
4.83
4.83
4.83
17.921
22.437
22.437
(Constant)
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Design Criteria
Height of Wall (roofdeck)
X3 - X4 1.5
X4 - X5 1.5
Y2 - Y3 1.5
Y3 - Y4 1.5