Simplified Mechanics and Strength of Materials

allowable load allowable unit stress angle bars bending moment diagram bond stress center of moments centroid column compressive stresses Compute the maximum concentrated load construction continuous beam cross section cross-sectional area deflection deformation determine diameter distance elastic limit equal equation of moments Example f-in factor of safety fillet weld flange force polygon forces acting ft-lb funicular polygon hence horizontal shearing in-lb indicated in Fig inertia intersection lb per lin length lever arm lin ft line of action magnitude material maximum bending maximum shear modulus of elasticity neutral surface parallelogram of forces pier plate pounds per square Problem radius of gyration reactions rectangle reinforced concrete resisting respect resultant rivet section modulus shaft shear diagram shearing stress shearing unit stress shown in Fig simple beam solution square inch stirrups strength of materials structural steel Table tensile stresses thickness three forces truss uniformly distributed load weight width