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Analysis of Rectangular Reservoirs
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0.5 to infinity 97 approx A3CA area is required average load distribution axial tension due Bending Moments bottom cantilever center of gravity comp compressive stress computed Concentrated Load Concrete Slabs critical unit shears cubic foot curves in figures deflection design of rectangular Determine the load Determine the required exact method figure 1(a figure 15 figures 30 finite difference fixed edge hydrostatic load Hydrostatic Pressure kips kips N lar Plate live load load as shown load distribution coefficients long wall mave mid-point Nadai PCA curve PI k(l-k Portland Cement quarter point strips real edge conditions rectangular tanks required for bending required steel area segment is considered shear coefficients short wall shown in figure simple equations Smotrow steel area extending stresses strip method tank wall thesis Timoshenko Transactions uniform load University of Wisconsin values for figure values from 0.5 variable load segments variation