Simplified Mechanics and Strength of MaterialsWiley, 1961 - 285 páginas |
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MECHANICS AND STRENGTH | 1 |
TORSIONAL STRESS SHAFTS | 2 |
SHEARING STRESSES IN BEAMS | 7 |
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allowable unit stress beam shown built-up section center of moments column compressive Compute the maximum concentrated load concrete continuous beam cross section cross-sectional area deflection determine diameter distance elastic limit equal equation of moments Example factor of safety fibers flange force polygon forces acting formula free body diagram ft-lb funicular polygon hence in-lb inertia intersection lb per lin left support length lever arm lin ft line of action material maximum bending maximum shear modulus of elasticity moment of inertia neutral surface pier plate pounds per square principle of moments Problem R₁ R₂ radius of gyration reactions rectangle resisting respect resultant rivet section modulus shear diagram shear passes shearing stress shearing unit stress shown in Fig simple beam SOLUTION span square inch structural steel Table tensile stresses three forces truss uniformly distributed load vertical force vertical shear weight weld X-X axis