Load Calculation
14
Load for Tank side Pipe Rack FL+1500 Total Wt DN100 6,143,514.41 48.23 192.91 24.64 98.56 291.46 DN125 8,322,070.98 65.33 130.66 38.72 77.44 208.10 DN50 2,080,121.37 16.33 32.66 6.50 12.99 45.65 DN40 1,547,336.25 12.15 12.15 3.94 3.94 16.09 DN25 955,809.65 7.50 7.50 1.67 1.672673 9.18 570.47 FL+750 Total Wt DN100 6,143,514.41 48.23 96.45 24.64 49.28 145.73 DN40 1,547,336.25 12.15 24.29 3.94 7.88 32.17 DN25 955,809.65 7.50 7.50 1.67 1.67 9.18 DN80 4,312,875.23 33.86 33.86 14.31 14.31 48.16 235.25 FL+109 Total Wt DN200 ### 127.62 127.62 96.83 96.83 224.45 Steel Weight/unit Total Steel Wt Liquid Wt/Unit Liquid Wt Steel Weight/unit Total Steel Wt Liquid Wt/Unit Total Liquid Wt Steel Weight/unit Total Steel Wt Liquid Wt/Unit Total Liquid Wt
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Transcript of Load Calculation
Load for Tank side Pipe Rack
FL+1500
Total WtDN100 6,143,514.41 48.23 192.91 24.64 98.56 291.46 DN125 8,322,070.98 65.33 130.66 38.72 77.44 208.10 DN50 2,080,121.37 16.33 32.66 6.50 12.99 45.65 DN40 1,547,336.25 12.15 12.15 3.94 3.94 16.09 DN25 955,809.65 7.50 7.50 1.67 1.672673 9.18
570.47
FL+750
Total WtDN100 6,143,514.41 48.23 96.45 24.64 49.28 145.73 DN40 1,547,336.25 12.15 24.29 3.94 7.88 32.17 DN25 955,809.65 7.50 7.50 1.67 1.67 9.18 DN80 4,312,875.23 33.86 33.86 14.31 14.31 48.16
235.25
FL+109
Total WtDN200 16,257,396.21 127.62 127.62 96.83 96.83 224.45
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Load for Exhaust side Pipe Rack
FL+1900
Total WtDN 150 10,802,288.20 84.80 84.80 55.91 55.91 140.71 DN100 6,143,514.41 48.23 144.68 24.64 73.92 218.60 DN125 8,322,070.98 65.33 130.66 38.72 77.44 208.10 DN50 2,080,121.37 16.33 16.33 6.50 6.50 22.82 DN40 1,547,336.25 12.15 24.29 3.94 7.88 32.17 DN25 955,809.65 7.50 7.50 1.67 1.672673 9.18
DN65 3,297,801.46 25.89 25.89 9.27 9.27 35.15 666.73
FL+1200
Total Wt
DN200 16,257,396.21 127.62 893.34 96.83 677.82 1,571.16
FL+450
Total Wt
DN200 16,257,396.21 127.62 893.34 96.83 677.82 1,571.16
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Load for CW side Pipe Rack(P1)
FL+6200
Total Wt
DN100 9,215,271.62 72.34 289.36 36.96 147.83 437.19 DN125 12,483,106.47 97.99 195.98 58.08 116.16 312.15 DN50 3,120,182.05 24.49 48.99 9.74 19.49 68.47 DN40 2,321,004.37 18.22 36.44 5.91 11.82 48.26 DN25 1,433,714.47 11.25 11.25 2.51 2.51 13.76
879.84
FL+5700
Total Wt
DN100 9,215,271.62 72.34 72.34 36.96 36.96 109.30 DN40 2,321,004.37 18.22 18.22 5.91 5.91 24.13 DN25 1,433,714.47 11.25 11.25 2.51 2.51 13.76 DN80 6,469,312.84 50.78 50.78 21.46 21.46 72.25
219.44
FL+5095
Total Wt
DN200 24,386,094.32 191.43 1,340.02 145.25 1,016.72 2,356.74
FL+4450
Total Wt
DN200 24,386,094.32 191.43 1,340.02 145.25 1,016.72 2,356.74
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Load for CW side Pipe Rack(P2)
FL+6200
Total Wt
DN100 15,358,786.03 120.57 482.27 61.60 246.39 728.66 DN125 20,805,177.46 163.32 326.64 96.80 193.61 520.25 DN50 5,200,303.42 40.82 81.64 16.24 32.48 114.12 DN40 3,868,340.62 30.37 60.73 9.85 19.70 80.43 DN25 2,389,524.11 18.76 18.76 4.18 4.18 22.94
1,466.40
FL+5700
Total Wt
DN100 15,358,786.03 120.57 120.57 61.60 61.60 182.16 DN40 3,868,340.62 30.37 30.37 9.85 9.85 40.22 DN25 2,389,524.11 18.76 18.76 4.18 4.18 22.94 DN80 10,782,188.06 84.64 84.64 35.77 35.77 120.41
365.73
FL+5095
Total Wt
DN200 40,643,490.53 319.05 2,233.36 242.08 1,694.54 3,927.90
FL+4450
Total Wt
DN200 40,643,490.53 319.05 2,233.36 242.08 1,694.54 3,927.90
Steel Weight/u
nitTotal Steel
WtLiquid
Wt/UnitTotal
Liquid Wt
Steel Weight/u
nitTotal Steel
WtLiquid
Wt/UnitTotal
Liquid Wt
Steel Weight/u
nitTotal Steel
WtLiquid
Wt/UnitTotal
Liquid Wt
Steel Weight/u
nitTotal Steel
WtLiquid
Wt/UnitTotal
Liquid Wt
Load for CW side Pipe Rack(P3)
FL+6200
Total Wt
DN100 5,119,595.34 40.19 160.76 20.53 82.13 242.89 DN125 6,935,059.15 54.44 108.88 32.27 64.54 173.42 DN50 1,733,434.47 13.61 27.21 5.41 10.83 38.04 DN40 1,289,446.87 10.12 20.24 3.28 6.57 26.81 DN25 796,508.04 6.25 6.25 1.39 1.39 7.65
488.80
FL+5700
Total Wt
DN100 5,119,595.34 40.19 40.19 20.53 20.53 60.72 DN40 1,289,446.87 10.12 10.12 3.28 3.28 13.41 DN25 796,508.04 6.25 6.25 1.39 1.39 7.65 DN80 3,594,062.69 28.21 28.21 11.92 11.92 40.14
121.91
FL+5095
Total Wt
DN200 13,547,830.18 106.35 744.45 80.69 564.85 1,309.30
FL+4450
Total Wt
DN200 13,547,830.18 106.35 744.45 80.69 564.85 1,309.30
Steel Weight/u
nitTotal
Steel WtLiquid
Wt/UnitTotal
Liquid Wt
Steel Weight/u
nitTotal
Steel WtLiquid
Wt/UnitTotal
Liquid Wt
Steel Weight/u
nitTotal
Steel WtLiquid
Wt/UnitTotal
Liquid Wt
Steel Weight/u
nitTotal
Steel WtLiquid
Wt/UnitTotal
Liquid Wt
Load for CW side Pipe Rack(P4)
FL+5095
Total Wt
DN200 27,095,660.35 212.70 638.10 161.38 484.15 1,122.26 DN200 5,419,132.07 42.54 42.54 161.38 161.38 203.93
1,326.18
FL+4450
Total Wt
DN200 27,095,660.35 212.70 638.10 161.38 484.15 1,122.26 DN200 5,419,132.07 42.54 42.54 161.38 161.38 203.93
1,326.18
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Load for CW side Pipe Rack(P5)
FL+5095
Total Wt
DN200 29,805,226.39 233.97 1,637.80 177.52 1,242.66 2,880.46
FL+4450
Total Wt
DN200 29,805,226.39 233.97 1,637.80 177.52 1,242.66 2,880.46
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Steel Weight/unit
Total Steel Wt
Liquid Wt/Unit
Total Liquid Wt
Beam Design
Beam Size Length.l Load,W
Tank SideFL +1500 200x100x4x6 2.218491E-06 1.001E-06 2.5 570.47
C100X50X5 3.047917E-07 1.05104E-07 2.5 570.47
C125X65X5 6.350521E-07 2.30052E-07 2.5 570.47 150x150x7x10 1.306583E-06 5.62872E-06 2.5 570.47 100X100X4X6 2.89E-06 2.5 570.47
2.89E-06
FL +750 200x100x4x6 2.218491E-06 1.001E-06 2.5 235.25 C100X50X5 3.047917E-07 1.05104E-07 2.5 235.25
C125X65X5 6.350521E-07 2.30052E-07 2.5 235.25
150x150x7x10 1.306583E-06 5.62872E-06 2.5 235.25
FL +109 200x100x4x6 2.218491E-06 1.001E-06 2.5 224.45 C100X50X5 3.047917E-07 1.05104E-07 2.5 224.45 C125X65X5 6.350521E-07 2.30052E-07 2.5 224.45
150x150x7x10 1.306583E-06 5.62872E-06 2.5 224.45
Exhaust Side FL +1900 150x150x7x10 1.306583E-06 5.62872E-06 3 666.73 200x100x4x6 2.218491E-06 1.001E-06 3 666.73 C100X50X5 3.047917E-07 1.05104E-07 3 666.73 C125X65X5 6.350521E-07 2.30052E-07 3 666.73
FL +1200 150x150x7x10 1.306583E-06 5.62872E-06 3 1,571.16 200x100x4x6 2.218491E-06 1.001E-06 3 1,571.16 C100X50X5 3.047917E-07 1.05104E-07 3 1,571.16 C125X65X5 6.350521E-07 2.30052E-07 3 1,571.16 100X100X4X6 2.307573E-07 1.00047E-06 3 1,571.16
FL +450 150x150x7x10 1.306583E-06 5.62872E-06 3 1,571.16 200x100x4x6 2.218491E-06 1.001E-06 3 1,571.16 C100X50X5 3.047917E-07 1.05104E-07 3 1,571.16 C125X65X5 6.350521E-07 2.30052E-07 3 1,571.16
Moment of Inertia
Moment of Inertia
Beam Design Column Design
Column Size Area
3.99 Tank SideH150X150X7X10 1.30658E-06 5.628716E-06 0.00391
29.01 H200X100X4X6 2.21849E-06 1.001003E-06 0.001952
13.92 C100X50X5 3.04792E-07 1.051042E-07 0.00095
6.77 5.01
100X100X4X6 1.00E-06 0.0015521.00E-06 0.001552
1.64 11.96
5.74 Exhaust Side H150X150X7X10 1.30658E-06 5.628716E-06 0.00391
2.79 H200X100X4X6 2.21849E-06 1.001003E-06 0.001952
C100X50X5 3.04792E-07 1.051042E-07 0.00095 1.57 11.42 5.48
2.66 Cooling Tower SideH150X150X7X10 1.30658E-06 5.628716E-06 0.00391
H200X100X4X6 2.21849E-06 1.001003E-06 0.001952 3.17 8.05 58.59 28.12
7.48 18.97 138.08 66.27 42.06 7.48 18.97 138.08 66.27
Deflection, (mm)
Moment of Inertia(Ix)
Moment of Inertia(Iy)
Column Design
Result Safety factor
1.9 0.95 0.01828017 51.97 128.77
1.9 0.95 0.02264528 41.95 128.77
1.9 0.95 0.01051836 90.32 128.77
1.68 0.84 0.02544324 33.01 99.74 1.786258019 132.2905266
2.5 1.25 0.02544324 49.13 99.74 1.836437994 119.6193109
3.3 1.65 0.01828017 90.26 128.77
3.3 1.65 0.02264528 72.86 128.77
3.3 1.65 0.01051836 156.87 128.77
6.6 3.3 0.01828017 180.52 128.77
6.6 3.3 0.02264528 145.73 128.77
Column Length
Effective Length,Le
Radius of gyration,r
Slenderness Ratio
Critical Slenderness
RatioAllowable
stress
Short Column
Short Column
Short Column
Short Column
Short Column
Short Column
Long Column
Long Column
Long Column
Column Design
Force
89,789.37 300,072.61
46,210.27 509,503.11
17,908.05 69,999.08
205314.8973 20929.14346 37,524.77 295,130.63
185649.1705 18924.48221
73,735.81 99,473.10
40,987.75 168,898.64
6,127.04 23,204.47
1,693.26 24,868.28
17,551.02 42,224.66
Allowable load
Johnson Formula for
Critical Load(Kg)
Euler Formula for Critical Load(kg)
