Reinforced Concrete Structures Vol. II

12 mm bars 15 concrete 20 concrete assumed axis axle base slab bending moment bottom bridge cantilever circular class A loading class AA coefficient column compressive stress conical dome contraflexure cos² dead load Design diameter direct tension distance earth pressure edge effective depth effective width equal equation face factor Fe 415 steel flange girder given by Eq Hence provide hoop stress hoop tension horizontal impact factor joint kN-m length limit state design live load load B.M. long walls longitudinal M₁ metre mid-span mm c/c mm² Mulim N-mm N/m² N/mm² pipe R₁ reaction rectangular resistance ring beam shear force shear reinforcement shear stress short walls shown in Fig sin² spacing stirrups stress in concrete STRESSES DUE T-beam Table tank wall tensile stress thickness torsional Total upto V₁ vertical water pressure Xu.max