A Text Book of Strength of Materials

angle area of B.M. B.M. diagram due bending moment bending stress C₁ C₂ calculate cantilever carries a uniformly carrying a point centre circumferential cm² column compressive stress conjugate beam contraflexure crippling load cross-section cylinder Determine eccentric equal Factor of safety fixed end flange free end given by equation Hence hollow shaft hoop stress horizontal inertia internal diameter joint kgf/cm² kN/m longitudinal Major principal stress maximum deflection maximum shear stress maximum stress mm² Mohr's circle moment of inertia N/m² N/mm² neutral axis normal stress P₁ plate point load Poisson's ratio Problem radius reaction resultant stress riveted shear force shown in Fig simply supported beam solid shaft strain energy stress induced stress is given subjected Substituting the value tensile stress thickness tube uniformly distributed load values in equation vertical loads width X-X axis Young's modulus zero ΕΙ