![]() ![]() The summary of the finite element analysis results from Staad Pro is shown in Table. When analysed on Staad Pro as a concrete cylindrical tank with a Poisson ratio of 0.2, fixed at the bottom, and subjected to a hydrostatic pressure of 40 kN/m 2 the following results were obtained įig 2: Finite Element Meshing of Cylindrical Tank on Staad Proįig 3: Horizontal Moment on the Tank Wallsįig 4: Vertical Bending Moment on the Tank Walls Rule Change Notice (2014) The effective date of each technical change since 1993 is shown in parenthesis at the end of the subsection/paragraph titles within the text of each Part. Maximum vertical positive moment (inside face) = α mnl z 2 = 0.0222 × 40 × 4 2 = 14.208 kNm/m RULES FOR BUILDING AND CLASSING STEEL VESSELS. Maximum vertical negative moment (outside face) = α mnl z 2 = 0.0059 × 40 × 4 2 = 3.776 kNm/m Table 1: Coefficients for Analysis of Cylindrical Tanks Fixed at the Base ( Reynolds and Steedman, 2008) Hydrostatic pressure at the base of the tank (n) = 10 kN/m 3 × 4 m = 40 kN/m 2 ![]()
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