Simplified Mechanics and Strength of MaterialsWiley, 1951 - 275 páginas |
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Página 130
... moment at any section in the length of a beam is the effect of the various forces acting on the beam that tend to cause it to bend . The bending moment is represented by the letter M. This tendency to bend is not ... BENDING MOMENTS IN BEAMS.
... moment at any section in the length of a beam is the effect of the various forces acting on the beam that tend to cause it to bend . The bending moment is represented by the letter M. This tendency to bend is not ... BENDING MOMENTS IN BEAMS.
Página 134
... beams . Figure 74 gives the maximum shear , maxi- mum bending moment , and maximum deflection for loadings that occur frequently in practice . The values of the 134 BENDING MOMENTS IN BEAMS Bending Moments for Typical Loadings.
... beams . Figure 74 gives the maximum shear , maxi- mum bending moment , and maximum deflection for loadings that occur frequently in practice . The values of the 134 BENDING MOMENTS IN BEAMS Bending Moments for Typical Loadings.
Página 152
Harry Parker. 83. Bending Moment Determined by Shear Diagram . The method of determining the value of the bending moment as ex- plained previously in this chapter is probably as simple and direct as any . However , the bending moment may ...
Harry Parker. 83. Bending Moment Determined by Shear Diagram . The method of determining the value of the bending moment as ex- plained previously in this chapter is probably as simple and direct as any . However , the bending moment may ...
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