dead load live load round 3

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


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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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


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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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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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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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

dead load live load round 3

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