Simplified Mechanics and Strength of MaterialsWiley, 1951 - 275 páginas |
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CHAPTER | 1 |
Suggestions for Study 2 40 | 2 |
CHAPTER | 3 |
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allowable load Allowable Unit Stresses angle center of moments centroid column compressive stresses Compute the maximum concentrated load concurrent forces construction cross section cross-sectional area deflection deformation determine diameter distance draw the force elastic limit equal EXAMPLE EXAMPLE external forces factor of safety fillet weld flange force polygon forces acting forces in equilibrium free body diagram funicular polygon hence indicated in Fig inertia length line of action linear foot magnitude material maximum bending maximum shear modulus of elasticity moment of inertia neutral surface P₁ parallel forces parallelogram of forces plate pounds per linear pounds per square PROBLEMS R₁ radius of gyration reactions reinforced concrete resisting respect resultant rivet roller shaft shear diagram shearing stress shearing unit stress shown in Fig simple beam SOLUTION span square inch stirrups system of forces Table tensile stresses thickness three forces timber truss uniformly distributed load weight width