Mechanics of Materials

algebraic sum angle applied axial bending bending moment cantilever beam cast iron center of gravity column compressive unit-stress computed concentrated loads concrete constant cross-section dangerous section deduced deflection depth diagrams distance elastic curve elastic limit equal equation Euler's formula example factor of safety feet long fiber fixed ends flange forces given gives greater hence hoop horizontal inertia left end left support linear foot material maximum shear middle modulus of elasticity moment of inertia moments neutral axis neutral surface occurs P₁ percent plane plate pounds per linear pounds per square pressure Prob R₁ radius ratio rectangular required to find resisting rivets rupture S₁ section area shaft shearing stresses shearing unit-stress shows side simple beam span square inch static structural steel tangent tensile strength tensile stress tensile unit-stress tension thickness timber tion torsion twisting ultimate strength uniform load uniformly vertical shear weight wrought iron zero