

Multiply the unfactored loads by a uniform load factor equal to f y /f s 1.0 Re y s f quired Strength Service Load f Modification. reinforcement, in calculation of the S d the effects of code-prescribed load factors and factors can be eliminates and applies an effective load factor equal to f y /f s with factors set to 1.0. Sectional properties considered for structural members are given below. Design of Circular Concrete Tanks Strength Design Method.Elevation and plan view of the steel tower shown below.Structure having overall elevation of 16.0 m (excluding tank).A typical steel structure consists of four bays of plan dimensions 4.40 m x 4.40 m and elevation dimensions of one bay is 4.40 m x 4.00 m.

