Seismic Load Calculation_New Separator Tank.xlsx

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SEISMIC LOAD CALCULATION (As per EN1998-1:2004) Separator Tank is supported by the concrete platform, hence, is considered as a non- Total Design Lateral Seismic Force: a. Concrete Platform STAAD calculated base shear as: 0.0857 W Result from STAAD L= 6.300 m Length of the platform B= 5.880 m Width of the platform T= 0.650 m Thickness of the platform l= 2.200 m length of the opening at the center of the platform w= 2.200 m width of the opening at the center of the platform 19.239 Net Volume of the platform 25.000 Unit weight of concrete 480.965 kN Weigth of the slab 10.305 kN c1= 0.700 m Dimension of Column face 1 c2= 0.700 m Dimension of Column face 2 H= 1.300 m Column Height 7.963 Half weight of the column to be considered at the top o 0.682 kN b. Horizontal Seismic Force due to Weigth of Crude Oil Eqn. 4.24 3.400 m Inside diameter of the Vessel 9.079 Cross-sectional Area of the Vessel 5.940 m Max. height level of Crude oil in the Vessel 53.930 Max. volume of Crude in the Vessel 750.000 Density of Crude Oil 40447.848335 kgs. Weight of the Crude at 5.22m Highest Level 1.5 (Eqn. 4.25) 2.0 1.0 Importance factor as per 3.2.1(3) 2.0 g= 9.81 gravitational acceleration α= 0.204 m S= 1.30 Soil Factor based on Majnoon Report (Fig. 44, see Appendix 2. z= 12.37 m H= 2.37 m Building height measured from the foundation Eqn. 4.6 0.075 For all other structures [4.3.3.2.2 (3)] 0.050 For concrete structures [4.3.3.2.2 (3)] 10.000 m Height of the non-structural element (Separator Vessel) 0.281 0.143 FSTAAD = Vnet= m 3 ɣconc= kN/m 3 Ws= Fps= Applied seismic force at four points in the slab, (0.08 Wc= kN/m 3 Fpc= Seismic Force applied at the top of the column, (0.0875 Fc = (Sa * Wa a )/ qa) Diav= Av= m 2 Hc= Vc= m 3 ɣc= kg/m 3 Wa = ɣa = Importance factor of the elements such as tanks and ves not be less than 1.5 (4.3.5.3) Sa = α*S*[3*(1+z/H)/(1+(1-Ta/T1) 2 )-0.5] agR= m/sec 2 As per ARUP report, 1-2m/sec 2 can be used in Majnoon sit ɣI= ag= m/sec 2 Design ground acceleration on Type A Ground, ɣI*agR as pe m/sec 2 ratio, ag/g Height of the non-structural element above the level of of the seismic action Ta= Ct*(H) 3/4 Ctp= Ctt= He= Ta= T1=

Transcript of Seismic Load Calculation_New Separator Tank.xlsx

Page 1: Seismic Load Calculation_New Separator Tank.xlsx

SEISMIC LOAD CALCULATION(As per EN1998-1:2004)

Separator Tank is supported by the concrete platform, hence, is considered as a non-building structure.

Total Design Lateral Seismic Force:a. Concrete PlatformSTAAD calculated base shear as:

0.0857 W Result from STAADL= 6.300 m Length of the platformB= 5.880 m Width of the platformT= 0.650 m Thickness of the platforml= 2.200 m length of the opening at the center of the platform

w= 2.200 m width of the opening at the center of the platform

19.239 Net Volume of the platform

25.000 Unit weight of concrete

480.965 kN Weigth of the slab

10.305 kNc1= 0.700 m Dimension of Column face 1 c2= 0.700 m Dimension of Column face 2 H= 1.300 m Column Height

7.962 Half weight of the column to be considered at the top of the column

0.682 kN

b. Horizontal Seismic Force due to Weigth of Crude Oil

Eqn. 4.24

3.400 m Inside diameter of the Vessel

9.079 Cross-sectional Area of the Vessel

5.940 m Max. height level of Crude oil in the Vessel

53.930 Max. volume of Crude in the Vessel

750.000 Density of Crude Oil

40447.848335 kgs. Weight of the Crude at 5.22m Highest Level

1.5

(Eqn. 4.25)

2.0

1.0 Importance factor as per 3.2.1(3)

2.0

g= 9.81 gravitational acceleration

α= 0.204 mS= 1.30 Soil Factor based on Majnoon Report (Fig. 44, see Appendix 2.0)

z= 12.37 m

H= 2.37 m Building height measured from the foundation

Eqn. 4.6

0.075 For all other structures [4.3.3.2.2 (3)]

0.050 For concrete structures [4.3.3.2.2 (3)]

10.000 m Height of the non-structural element (Separator Vessel)

0.281

0.143

FSTAAD =

Vnet= m3

ɣconc= kN/m3

Ws=

Fps= Applied seismic force at four points in the slab, (0.0875Ws/4)

Wc= kN/m3

Fpc= Seismic Force applied at the top of the column, (0.0875Wc)

Fc = (Sa * Wa *ɣa )/ qa)

Diav=

Av= m2

Hc=

Vc= m3

ɣc= kg/m3

Wa =

ɣa =Importance factor of the elements such as tanks and vessels should not be less than 1.5 (4.3.5.3)

Sa = α*S*[3*(1+z/H)/(1+(1-Ta/T1)2)-0.5]

agR= m/sec2 As per ARUP report, 1-2m/sec2 can be used in Majnoon site

ɣI=

ag= m/sec2 Design ground acceleration on Type A Ground, ɣI*agR as per 3.2.1 (3)

m/sec2

ratio, ag/g

Height of the non-structural element above the level of application of the seismic action

Ta= Ct*(H)3/4

Ctp=

Ctt=

He=

Ta=

T1=

Page 2: Seismic Load Calculation_New Separator Tank.xlsx

Sa = 2.43

1 behaviour factor of the element (Table 4.4)

147.68 kN

0.307 Ws Factor in terms of weight of the structure, Fa/Ws

c. Horizontal Seismic Force due to Weight of VesselUsing the factor in terms of weight of the structure

12000.000 kgs Empty weight of the Vessel

117.720 kN

36.145 kN

m/sec2

qa=

Fc =

Fc =

Wv=

Wv=

Fv=

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Interpolation Type 1 Type 2

x1 1.15 y1 0.6 x1 1.5 y1x 1.25 y 0.7 x 1.25 yx2 1.35 y2 0.8 x2 1.8 y2

1 11.803 9.5 112.12852 11.265 9 101.3853 10.727 8.5 91.17954 10.189 8 81.5125 9.651 7.5 72.38256 8.575 7 60.0257 8.037 6.5 52.24058 7.499 6 44.9949 6.961 5.5 38.2855

10 6.423 5 32.11511 5.886 4.5 26.48712 5.348 4 21.39213 4.81 3.5 16.83514 4.272 3 12.81615 3.734 2.5 9.33516 3.196 2 6.39217 2.658 1.5 3.98718 2.12 1 2.1219 1.582 0.5 0.791

124.736 786.4025 6.304535

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0.250.208333

0.3

Page 5: Seismic Load Calculation_New Separator Tank.xlsx

Beam L/C Section Axial Forc Shear-Y k Shear-Z kNTorsion k Moment-Y Moment-Z kNm1676 4 1 210.695 42.954 -43.212 0 -63.522 -63.1421677 4 1 210.355 -42.964 -43.233 0 -63.552 63.1571679 4 1 209.666 43.429 43.223 0 63.537 -63.8411678 4 1 209.284 -43.418 43.222 0 63.537 63.8251676 1 1 144.773 37.438 -19.832 0 -29.152 -55.0341679 1 1 144.217 37.71 20.287 0 29.822 -55.4331677 3 1 77.581 -13.785 -13.89 0 -20.418 20.2641676 3 1 77.084 13.782 -13.816 0 -20.309 -20.261678 3 1 77.075 -13.922 13.887 0 20.413 20.4661679 3 1 76.597 13.925 13.819 0 20.314 -20.471676 6 1 50.617 18.291 -6.079 0 -8.937 -27.861679 6 1 50.498 18.409 6.286 0 9.241 -28.0341679 2 1 3.695 4.964 0.063 0 0.093 -7.2981676 2 1 3.65 5.006 0.052 0 0.077 -7.3591676 5 1 2.364 0.258 -0.445 0 -0.654 -0.3791679 5 1 2.349 0.261 0.446 0 0.656 -0.3841678 5 1 0.144 -0.26 0.064 0 0.094 0.3831677 5 1 0.142 -0.259 -0.065 0 -0.096 0.381677 2 1 -3.65 5.036 -0.056 0 -0.082 -7.4031678 2 1 -3.695 4.994 -0.059 0 -0.087 -7.3411678 6 1 -50.498 17.999 -6.744 0 -9.913 -27.5931677 6 1 -50.617 17.891 6.537 0 9.609 -27.4351678 1 1 -144.217 37.799 -20.307 0 -29.851 -55.5651677 1 1 -144.773 37.534 19.852 0 29.182 -55.1751676 4 0.917 210.695 42.954 -43.212 0 -58.228 -57.881677 4 0.917 210.355 -42.964 -43.233 0 -58.256 57.8941679 4 0.917 209.666 43.429 43.223 0 58.243 -58.5211678 4 0.917 209.284 -43.418 43.222 0 58.242 58.5061676 1 0.917 144.773 37.438 -19.832 0 -26.723 -50.4481679 1 0.917 144.217 37.71 20.287 0 27.337 -50.8141677 3 0.917 78.332 -13.785 -13.89 0 -18.717 18.5761676 3 0.917 77.834 13.782 -13.816 0 -18.617 -18.5711678 3 0.917 77.825 -13.922 13.887 0 18.712 18.761679 3 0.917 77.348 13.925 13.819 0 18.621 -18.7641676 6 0.917 50.617 18.401 -6.079 0 -8.192 -25.6121679 6 0.917 50.498 18.519 6.286 0 8.471 -25.7721679 2 0.917 3.695 4.964 0.063 0 0.085 -6.6891676 2 0.917 3.65 5.006 0.052 0 0.07 -6.7451676 5 0.917 2.364 0.258 -0.445 0 -0.6 -0.3471679 5 0.917 2.349 0.261 0.446 0 0.601 -0.3521678 5 0.917 0.144 -0.26 0.064 0 0.086 0.3511677 5 0.917 0.142 -0.259 -0.065 0 -0.088 0.3491677 2 0.917 -3.65 5.036 -0.056 0 -0.075 -6.7861678 2 0.917 -3.695 4.994 -0.059 0 -0.08 -6.7291678 6 0.917 -50.498 18.128 -6.744 0 -9.087 -25.3811677 6 0.917 -50.617 18.02 6.537 0 8.808 -25.2351678 1 0.917 -144.217 37.799 -20.307 0 -27.364 -50.9351677 1 0.917 -144.773 37.534 19.852 0 26.75 -50.5781676 4 0.833 210.695 42.954 -43.212 0 -52.935 -52.6181677 4 0.833 210.355 -42.964 -43.233 0 -52.96 52.6311679 4 0.833 209.666 43.429 43.223 0 52.948 -53.2011678 4 0.833 209.284 -43.418 43.222 0 52.947 53.1881676 1 0.833 144.773 37.438 -19.832 0 -24.294 -45.8621679 1 0.833 144.217 37.71 20.287 0 24.852 -46.1951677 3 0.833 79.082 -13.785 -13.89 0 -17.015 16.8871676 3 0.833 78.585 13.782 -13.816 0 -16.924 -16.883

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1678 3 0.833 78.575 -13.922 13.887 0 17.011 17.0551679 3 0.833 78.098 13.925 13.819 0 16.928 -17.0591676 6 0.833 50.617 18.511 -6.079 0 -7.447 -23.3511679 6 0.833 50.498 18.629 6.286 0 7.701 -23.4961679 2 0.833 3.695 4.964 0.063 0 0.077 -6.0811676 2 0.833 3.65 5.006 0.052 0 0.064 -6.1321676 5 0.833 2.364 0.258 -0.445 0 -0.545 -0.3151679 5 0.833 2.349 0.261 0.446 0 0.547 -0.321678 5 0.833 0.144 -0.26 0.064 0 0.078 0.3191677 5 0.833 0.142 -0.259 -0.065 0 -0.08 0.3171677 2 0.833 -3.65 5.036 -0.056 0 -0.068 -6.1691678 2 0.833 -3.695 4.994 -0.059 0 -0.073 -6.1171678 6 0.833 -50.498 18.256 -6.744 0 -8.261 -23.1521677 6 0.833 -50.617 18.149 6.537 0 8.008 -23.021678 1 0.833 -144.217 37.799 -20.307 0 -24.876 -46.3041677 1 0.833 -144.773 37.534 19.852 0 24.318 -45.981676 4 0.75 210.695 42.954 -43.212 0 -47.641 -47.3561677 4 0.75 210.355 -42.964 -43.233 0 -47.664 47.3681679 4 0.75 209.666 43.429 43.223 0 47.653 -47.8811678 4 0.75 209.284 -43.418 43.222 0 47.653 47.8691676 1 0.75 144.773 37.438 -19.832 0 -21.864 -41.2761679 1 0.75 144.217 37.71 20.287 0 22.366 -41.5751677 3 0.75 79.832 -13.785 -13.89 0 -15.314 15.1981676 3 0.75 79.335 13.782 -13.816 0 -15.232 -15.1951678 3 0.75 79.326 -13.922 13.887 0 15.31 15.3491679 3 0.75 78.848 13.925 13.819 0 15.235 -15.3531676 6 0.75 50.617 18.621 -6.079 0 -6.703 -21.0771679 6 0.75 50.498 18.74 6.286 0 6.931 -21.2071679 2 0.75 3.695 4.964 0.063 0 0.07 -5.4731676 2 0.75 3.65 5.006 0.052 0 0.058 -5.5191676 5 0.75 2.364 0.258 -0.445 0 -0.491 -0.2841679 5 0.75 2.349 0.261 0.446 0 0.492 -0.2881678 5 0.75 0.144 -0.26 0.064 0 0.071 0.2871677 5 0.75 0.142 -0.259 -0.065 0 -0.072 0.2851677 2 0.75 -3.65 5.036 -0.056 0 -0.062 -5.5521678 2 0.75 -3.695 4.994 -0.059 0 -0.066 -5.5051678 6 0.75 -50.498 18.385 -6.744 0 -7.435 -20.9081677 6 0.75 -50.617 18.277 6.537 0 7.207 -20.7891678 1 0.75 -144.217 37.799 -20.307 0 -22.389 -41.6741677 1 0.75 -144.773 37.534 19.852 0 21.886 -41.3821676 4 0.667 210.695 42.954 -43.212 0 -42.348 -42.0951677 4 0.667 210.355 -42.964 -43.233 0 -42.368 42.1051679 4 0.667 209.666 43.429 43.223 0 42.358 -42.561678 4 0.667 209.284 -43.418 43.222 0 42.358 42.551676 1 0.667 144.773 37.438 -19.832 0 -19.435 -36.6891679 1 0.667 144.217 37.71 20.287 0 19.881 -36.9561677 3 0.667 80.583 -13.785 -13.89 0 -13.612 13.511676 3 0.667 80.085 13.782 -13.816 0 -13.539 -13.5071678 3 0.667 80.076 -13.922 13.887 0 13.609 13.6441679 3 0.667 79.599 13.925 13.819 0 13.542 -13.6471676 6 0.667 50.617 18.732 -6.079 0 -5.958 -18.7891679 6 0.667 50.498 18.85 6.286 0 6.161 -18.9051679 2 0.667 3.695 4.964 0.063 0 0.062 -4.8651676 2 0.667 3.65 5.006 0.052 0 0.051 -4.9061676 5 0.667 2.364 0.258 -0.445 0 -0.436 -0.2521679 5 0.667 2.349 0.261 0.446 0 0.437 -0.2561678 5 0.667 0.144 -0.26 0.064 0 0.063 0.255

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1677 5 0.667 0.142 -0.259 -0.065 0 -0.064 0.2541677 2 0.667 -3.65 5.036 -0.056 0 -0.055 -4.9361678 2 0.667 -3.695 4.994 -0.059 0 -0.058 -4.8941678 6 0.667 -50.498 18.514 -6.744 0 -6.609 -18.6481677 6 0.667 -50.617 18.406 6.537 0 6.406 -18.5421678 1 0.667 -144.217 37.799 -20.307 0 -19.901 -37.0431677 1 0.667 -144.773 37.534 19.852 0 19.455 -36.7841676 4 0.583 210.695 42.954 -43.212 0 -37.054 -36.8331677 4 0.583 210.355 -42.964 -43.233 0 -37.072 36.8421679 4 0.583 209.666 43.429 43.223 0 37.064 -37.241678 4 0.583 209.284 -43.418 43.222 0 37.063 37.2311676 1 0.583 144.773 37.438 -19.832 0 -17.006 -32.1031679 1 0.583 144.217 37.71 20.287 0 17.396 -32.3361677 3 0.583 81.333 -13.785 -13.89 0 -11.911 11.8211676 3 0.583 80.836 13.782 -13.816 0 -11.847 -11.8181678 3 0.583 80.826 -13.922 13.887 0 11.908 11.9381679 3 0.583 80.349 13.925 13.819 0 11.85 -11.9411676 6 0.583 50.617 18.842 -6.079 0 -5.213 -16.4881679 6 0.583 50.498 18.96 6.286 0 5.39 -16.5891679 2 0.583 3.695 4.964 0.063 0 0.054 -4.2571676 2 0.583 3.65 5.006 0.052 0 0.045 -4.2931676 5 0.583 2.364 0.258 -0.445 0 -0.382 -0.2211679 5 0.583 2.349 0.261 0.446 0 0.383 -0.2241678 5 0.583 0.144 -0.26 0.064 0 0.055 0.2231677 5 0.583 0.142 -0.259 -0.065 0 -0.056 0.2221677 2 0.583 -3.65 5.036 -0.056 0 -0.048 -4.3191678 2 0.583 -3.695 4.994 -0.059 0 -0.051 -4.2821678 6 0.583 -50.498 18.642 -6.744 0 -5.783 -16.3721677 6 0.583 -50.617 18.534 6.537 0 5.605 -16.2791678 1 0.583 -144.217 37.799 -20.307 0 -17.413 -32.4131677 1 0.583 -144.773 37.534 19.852 0 17.023 -32.1861676 4 0.5 210.695 42.954 -43.212 0 -31.761 -31.5711677 4 0.5 210.355 -42.964 -43.233 0 -31.776 31.5791679 4 0.5 209.666 43.429 43.223 0 31.769 -31.921678 4 0.5 209.284 -43.418 43.222 0 31.768 31.9131676 1 0.5 144.773 37.438 -19.832 0 -14.576 -27.5171679 1 0.5 144.217 37.71 20.287 0 14.911 -27.7171677 3 0.5 82.083 -13.785 -13.89 0 -10.209 10.1321676 3 0.5 81.586 13.782 -13.816 0 -10.155 -10.131678 3 0.5 81.577 -13.922 13.887 0 10.207 10.2331679 3 0.5 81.099 13.925 13.819 0 10.157 -10.2351676 6 0.5 50.617 18.952 -6.079 0 -4.468 -14.1731679 6 0.5 50.498 19.07 6.286 0 4.62 -14.261679 2 0.5 3.695 4.964 0.063 0 0.046 -3.6491676 2 0.5 3.65 5.006 0.052 0 0.038 -3.6791676 5 0.5 2.364 0.258 -0.445 0 -0.327 -0.1891679 5 0.5 2.349 0.261 0.446 0 0.328 -0.1921678 5 0.5 0.144 -0.26 0.064 0 0.047 0.1911677 5 0.5 0.142 -0.259 -0.065 0 -0.048 0.191677 2 0.5 -3.65 5.036 -0.056 0 -0.041 -3.7021678 2 0.5 -3.695 4.994 -0.059 0 -0.044 -3.671678 6 0.5 -50.498 18.771 -6.744 0 -4.957 -14.081677 6 0.5 -50.617 18.663 6.537 0 4.805 -14.0011678 1 0.5 -144.217 37.799 -20.307 0 -14.926 -27.7831677 1 0.5 -144.773 37.534 19.852 0 14.591 -27.5881676 4 0.417 210.695 42.954 -43.212 0 -26.467 -26.3091677 4 0.417 210.355 -42.964 -43.233 0 -26.48 26.316

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1679 4 0.417 209.666 43.429 43.223 0 26.474 -26.61678 4 0.417 209.284 -43.418 43.222 0 26.474 26.5941676 1 0.417 144.773 37.438 -19.832 0 -12.147 -22.9311679 1 0.417 144.217 37.71 20.287 0 12.426 -23.0971677 3 0.417 82.834 -13.785 -13.89 0 -8.508 8.4441676 3 0.417 82.336 13.782 -13.816 0 -8.462 -8.4421678 3 0.417 82.327 -13.922 13.887 0 8.506 8.5271679 3 0.417 81.849 13.925 13.819 0 8.464 -8.5291676 6 0.417 50.617 19.062 -6.079 0 -3.724 -11.8441679 6 0.417 50.498 19.181 6.286 0 3.85 -11.9171679 2 0.417 3.695 4.964 0.063 0 0.039 -3.0411676 2 0.417 3.65 5.006 0.052 0 0.032 -3.0661676 5 0.417 2.364 0.258 -0.445 0 -0.273 -0.1581679 5 0.417 2.349 0.261 0.446 0 0.273 -0.161678 5 0.417 0.144 -0.26 0.064 0 0.039 0.1591677 5 0.417 0.142 -0.259 -0.065 0 -0.04 0.1581677 2 0.417 -3.65 5.036 -0.056 0 -0.034 -3.0851678 2 0.417 -3.695 4.994 -0.059 0 -0.036 -3.0591678 6 0.417 -50.498 18.9 -6.744 0 -4.131 -11.7731677 6 0.417 -50.617 18.792 6.537 0 4.004 -11.7071678 1 0.417 -144.217 37.799 -20.307 0 -12.438 -23.1521677 1 0.417 -144.773 37.534 19.852 0 12.159 -22.991676 4 0.333 210.695 42.954 -43.212 0 -21.174 -21.0471677 4 0.333 210.355 -42.964 -43.233 0 -21.184 21.0521679 4 0.333 209.666 43.429 43.223 0 21.179 -21.281678 4 0.333 209.284 -43.418 43.222 0 21.179 21.2751676 1 0.333 144.773 37.438 -19.832 0 -9.717 -18.3451679 1 0.333 144.217 37.71 20.287 0 9.941 -18.4781677 3 0.333 83.584 -13.785 -13.89 0 -6.806 6.7551676 3 0.333 83.087 13.782 -13.816 0 -6.77 -6.7531678 3 0.333 83.077 -13.922 13.887 0 6.804 6.8221679 3 0.333 82.6 13.925 13.819 0 6.771 -6.8231676 6 0.333 50.617 19.173 -6.079 0 -2.979 -9.5031679 6 0.333 50.498 19.291 6.286 0 3.08 -9.5611679 2 0.333 3.695 4.964 0.063 0 0.031 -2.4331676 2 0.333 3.65 5.006 0.052 0 0.026 -2.4531676 5 0.333 2.364 0.258 -0.445 0 -0.218 -0.1261679 5 0.333 2.349 0.261 0.446 0 0.219 -0.1281678 5 0.333 0.144 -0.26 0.064 0 0.031 0.1281677 5 0.333 0.142 -0.259 -0.065 0 -0.032 0.1271677 2 0.333 -3.65 5.036 -0.056 0 -0.027 -2.4681678 2 0.333 -3.695 4.994 -0.059 0 -0.029 -2.4471678 6 0.333 -50.498 19.028 -6.744 0 -3.304 -9.451677 6 0.333 -50.617 18.92 6.537 0 3.203 -9.3971678 1 0.333 -144.217 37.799 -20.307 0 -9.95 -18.5221677 1 0.333 -144.773 37.534 19.852 0 9.727 -18.3921676 4 0.25 210.695 42.954 -43.212 0 -15.88 -15.7851677 4 0.25 210.355 -42.964 -43.233 0 -15.888 15.7891679 4 0.25 209.666 43.429 43.223 0 15.884 -15.961678 4 0.25 209.284 -43.418 43.222 0 15.884 15.9561676 1 0.25 144.773 37.438 -19.832 0 -7.288 -13.7591679 1 0.25 144.217 37.71 20.287 0 7.455 -13.8581677 3 0.25 84.334 -13.785 -13.89 0 -5.105 5.0661676 3 0.25 83.837 13.782 -13.816 0 -5.077 -5.0651678 3 0.25 83.828 -13.922 13.887 0 5.103 5.1161679 3 0.25 83.35 13.925 13.819 0 5.078 -5.1181676 6 0.25 50.617 19.283 -6.079 0 -2.234 -7.147

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1679 6 0.25 50.498 19.401 6.286 0 2.31 -7.1911679 2 0.25 3.695 4.964 0.063 0 0.023 -1.8241676 2 0.25 3.65 5.006 0.052 0 0.019 -1.841676 5 0.25 2.364 0.258 -0.445 0 -0.164 -0.0951679 5 0.25 2.349 0.261 0.446 0 0.164 -0.0961678 5 0.25 0.144 -0.26 0.064 0 0.024 0.0961677 5 0.25 0.142 -0.259 -0.065 0 -0.024 0.0951677 2 0.25 -3.65 5.036 -0.056 0 -0.021 -1.8511678 2 0.25 -3.695 4.994 -0.059 0 -0.022 -1.8351678 6 0.25 -50.498 19.157 -6.744 0 -2.478 -7.1111677 6 0.25 -50.617 19.049 6.537 0 2.402 -7.0711678 1 0.25 -144.217 37.799 -20.307 0 -7.463 -13.8911677 1 0.25 -144.773 37.534 19.852 0 7.295 -13.7941676 4 0.167 210.695 42.954 -43.212 0 -10.587 -10.5241677 4 0.167 210.355 -42.964 -43.233 0 -10.592 10.5261679 4 0.167 209.666 43.429 43.223 0 10.59 -10.641678 4 0.167 209.284 -43.418 43.222 0 10.589 10.6381676 1 0.167 144.773 37.438 -19.832 0 -4.859 -9.1721679 1 0.167 144.217 37.71 20.287 0 4.97 -9.2391677 3 0.167 85.085 -13.785 -13.89 0 -3.403 3.3771676 3 0.167 84.587 13.782 -13.816 0 -3.385 -3.3771678 3 0.167 84.578 -13.922 13.887 0 3.402 3.4111679 3 0.167 84.1 13.925 13.819 0 3.386 -3.4121676 6 0.167 50.617 19.393 -6.079 0 -1.489 -4.7781679 6 0.167 50.498 19.511 6.286 0 1.54 -4.8071679 2 0.167 3.695 4.964 0.063 0 0.015 -1.2161676 2 0.167 3.65 5.006 0.052 0 0.013 -1.2261676 5 0.167 2.364 0.258 -0.445 0 -0.109 -0.0631679 5 0.167 2.349 0.261 0.446 0 0.109 -0.0641678 5 0.167 0.144 -0.26 0.064 0 0.016 0.0641677 5 0.167 0.142 -0.259 -0.065 0 -0.016 0.0631677 2 0.167 -3.65 5.036 -0.056 0 -0.014 -1.2341678 2 0.167 -3.695 4.994 -0.059 0 -0.015 -1.2231678 6 0.167 -50.498 19.285 -6.744 0 -1.652 -4.7561677 6 0.167 -50.617 19.178 6.537 0 1.602 -4.731678 1 0.167 -144.217 37.799 -20.307 0 -4.975 -9.2611677 1 0.167 -144.773 37.534 19.852 0 4.864 -9.1961676 4 0.083 210.695 42.954 -43.212 0 -5.293 -5.2621677 4 0.083 210.355 -42.964 -43.233 0 -5.296 5.2631679 4 0.083 209.666 43.429 43.223 0 5.295 -5.321678 4 0.083 209.284 -43.418 43.222 0 5.295 5.3191676 1 0.083 144.773 37.438 -19.832 0 -2.429 -4.5861679 1 0.083 144.217 37.71 20.287 0 2.485 -4.6191677 3 0.083 85.835 -13.785 -13.89 0 -1.702 1.6891676 3 0.083 85.338 13.782 -13.816 0 -1.692 -1.6881678 3 0.083 85.328 -13.922 13.887 0 1.701 1.7051679 3 0.083 84.851 13.925 13.819 0 1.693 -1.7061676 6 0.083 50.617 19.503 -6.079 0 -0.745 -2.3961679 6 0.083 50.498 19.622 6.286 0 0.77 -2.411679 2 0.083 3.695 4.964 0.063 0 0.008 -0.6081676 2 0.083 3.65 5.006 0.052 0 0.006 -0.6131676 5 0.083 2.364 0.258 -0.445 0 -0.055 -0.0321679 5 0.083 2.349 0.261 0.446 0 0.055 -0.0321678 5 0.083 0.144 -0.26 0.064 0 0.008 0.0321677 5 0.083 0.142 -0.259 -0.065 0 -0.008 0.0321677 2 0.083 -3.65 5.036 -0.056 0 -0.007 -0.6171678 2 0.083 -3.695 4.994 -0.059 0 -0.007 -0.612

Page 10: Seismic Load Calculation_New Separator Tank.xlsx

1678 6 0.083 -50.498 19.414 -6.744 0 -0.826 -2.3861677 6 0.083 -50.617 19.306 6.537 0 0.801 -2.3731678 1 0.083 -144.217 37.799 -20.307 0 -2.488 -4.631677 1 0.083 -144.773 37.534 19.852 0 2.432 -4.5981676 4 0 210.695 42.954 -43.212 0 0 01677 4 0 210.355 -42.964 -43.233 0 0 01679 4 0 209.666 43.429 43.223 0 0 01678 4 0 209.284 -43.418 43.222 0 0 01676 1 0 144.773 37.438 -19.832 0 0 01679 1 0 144.217 37.71 20.287 0 0 01677 3 0 86.585 -13.785 -13.89 0 0 01676 3 0 86.088 13.782 -13.816 0 0 01678 3 0 86.078 -13.922 13.887 0 0 01679 3 0 85.601 13.925 13.819 0 0 01676 6 0 50.617 19.614 -6.079 0 0 01679 6 0 50.498 19.732 6.286 0 0 01679 2 0 3.695 4.964 0.063 0 0 01676 2 0 3.65 5.006 0.052 0 0 01676 5 0 2.364 0.258 -0.445 0 0 01679 5 0 2.349 0.261 0.446 0 0 01678 5 0 0.144 -0.26 0.064 0 0 01677 5 0 0.142 -0.259 -0.065 0 0 01677 2 0 -3.65 5.036 -0.056 0 0 01678 2 0 -3.695 4.994 -0.059 0 0 01678 6 0 -50.498 19.543 -6.744 0 0 01677 6 0 -50.617 19.435 6.537 0 0 01678 1 0 -144.217 37.799 -20.307 0 0 01677 1 0 -144.773 37.534 19.852 0 0 0