Strength of Materials

acting action AISC allowable angle applied assumed average axial axis beam of Fig bearing bending stress called carries centroid column common compressive compressive stress computed conjugate beam consider Construction cross section deflection Determine Determine the maximum diameter dimensions direction distance divided elasticity equal equation equilibrium evaluated Example expression factor of safety Figure flange force formula free body ft-lb given holes illustrated inch inertia joint known lb/ft left end length load longitudinal magnitude material measured method modulus necessary neutral axis Observe obtain plane plate plotted positive problem reaction represented respect resultant rivets shaft shear stress shown in Fig shows side simple Solution solving span steel strain strength Structural Substituting TABLE tensile tension thickness tion unit usually vertical wall weld wood write zero ΕΙ