Elements of Strength of Materials

Answer area-moment assumed bending moment diagram built-in end calculating cantilever beam centroid column compressive stress concentrated load concrete considered couple cover plates cross section mn cross-sectional area deflection curve Determine diameter distance elastic element elongation endurance limit equal equation factor of safety fibers flange forces acting formula freely supported hence Hooke's law horizontal I-beam inertia joint left end length M₁ magnitude maximum shearing stress maximum stress method modulus Mohr's circle moment of inertia neutral axis normal stress obtained perpendicular plane portion principal stresses prob problem proportional limit R₁ R₂ radius ratio reactions rectangular cross section represented respect right end shaft shearing force shown in Fig Smax solution span statically indeterminate steel strain energy Strength of Materials stresses acting Sy.p tangent tensile stress tension thickness tion uniformly distributed load vertical yield point zero ΕΙ