Simplified Mechanics and Strength of MaterialsWiley, 1951 - 275 páginas |
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... stresses within the body are compressive stresses . The block weighing 64,000 # acting on the piece of wood , shown in Fig . 1 , is a compressive force , and the resulting stresses are compressive stresses . 6. Tension . Figure 2 ...
... stresses within the body are compressive stresses . The block weighing 64,000 # acting on the piece of wood , shown in Fig . 1 , is a compressive force , and the resulting stresses are compressive stresses . 6. Tension . Figure 2 ...
Página 4
... stresses within the body are compressive stresses . The block weighing 64,000 # acting on the piece of wood , shown in Fig . 1 , is a compressive force , and the resulting stresses are compressive stresses . 6. Tension . Figure 2 ...
... stresses within the body are compressive stresses . The block weighing 64,000 # acting on the piece of wood , shown in Fig . 1 , is a compressive force , and the resulting stresses are compressive stresses . 6. Tension . Figure 2 ...
Página 233
... compressive stresses in the concrete , in inch - pounds the resisting moment of the tensile stresses in the longitudinal steel reinforcement , in inch - pounds M the bending moment in the beam resulting from the external forces , in ...
... compressive stresses in the concrete , in inch - pounds the resisting moment of the tensile stresses in the longitudinal steel reinforcement , in inch - pounds M the bending moment in the beam resulting from the external forces , in ...
Contenido
CHAPTER | 1 |
Elements of a Force | 9 |
Equilibrant | 15 |
Derechos de autor | |
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allowable axial load allowable load allowable unit stress angle bars center of moments centroid column compressive stresses compressive unit stress Compute the maximum concentrated load cross section cross-sectional area deflection deformation determine diameter distance double bearing elastic limit EXAMPLE EXAMPLE factor of safety fillet weld flexure formula force polygon free body diagram funicular polygon hence indicated in Fig inertia intersection length line of action linear foot magnitude material maximum bending maximum shear modulus of elasticity moment of inertia neutral surface parallel parallelogram of forces pier plate pounds per linear pounds per square pressure PROBLEMS R₁ radius of gyration reactions reinforced concrete resisting respect resultant rivet rods section modulus shaft shear diagram shearing stress shearing unit stress shown in Fig simple beam single bearing slenderness ratio SOLUTION span square inch stirrups Table tensile stresses thickness three forces truss uniformly distributed load weight width zero