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acting actual allowable angle applied assumed axes axial axis beam shown bending bending moment cantilever carries caused centroid circle column components compressive compressive stress compute concentrated concrete consider constant couple cross section deflection deformation Determine developed diagram diameter direction distance distributed load effect elastic curve element equal equation equivalent expressed flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia joint lb/ft length limit load material maximum method midspan moments negative neutral axis normal obtain occurs plane plate positive principal Prob PROBLEMS produce radius ratio reaction reference reinforced relation resisting respect restrained resultant rivet selected shaft shearing stress shown in Fig shows slope Solution Solve span steel strain strength substituting supports Table tangent tensile thickness torsional uniformly varies vertical wall weld yield zero