A Text-book on the Mechanics of Materials, and of Beams, Columns, and Shafts

angle applied bending bending moment cantilever beam cast iron cent coefficient of elasticity column compressive stress compressive unit-stress computed continuous beam cross-section cylinder deduced deformation distance elastic curve elastic limit elastic resilience Engineering equal equation EULER'S formula external forces factor of safety feet long fiber flexure given gives hence hoop horizontal impact inertia internal stresses investigation left support length linear foot longitudinal material maximum unit-stress middle modulus moment of inertia neutral axis neutral surface outer plane plate pounds per linear pounds per square pressure Prob produced R₁ radius reaction resistance revolutions per minute rivets rupture S₁ shaft shearing stress shearing unit-stress side simple beam specimen square inch static steel Strength of Materials T₁ tangential tensile or compressive tensile strength tensile stress tension tests thickness tion torsion ultimate strength uniform load uniformly velocity vertical shear weight wrought iron