Simplified Mechanics and Strength of MaterialsWiley, 1951 - 275 páginas |
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Página 79
... indicates joists and planks ( 2 " to 4 " thick and 4 " and over wide ) ; B. & S . indicates beams and stringers ( 5 ... indicated in Fig . 113. What is the maximum allowable load the rivet will resist with respect to shear ? SOLUTION ...
... indicates joists and planks ( 2 " to 4 " thick and 4 " and over wide ) ; B. & S . indicates beams and stringers ( 5 ... indicated in Fig . 113. What is the maximum allowable load the rivet will resist with respect to shear ? SOLUTION ...
Página 112
... indicated in Figs . 61 ( a ) , ( b ) , ( c ) , and ( d ) the basic laws of equilibrium , Art . 41 , enable us to compute their reactions . 65. Kinds of Loads . The two kinds of loads which commonly occur on beams are concentrated and ...
... indicated in Figs . 61 ( a ) , ( b ) , ( c ) , and ( d ) the basic laws of equilibrium , Art . 41 , enable us to compute their reactions . 65. Kinds of Loads . The two kinds of loads which commonly occur on beams are concentrated and ...
Página 113
... indicated in Fig . 63 ( b ) , there is a tendency for the beam to fail by dropping verti- cally between the supports , the fibers of the beam failing by vertical shear . A shearing stress results when two parallel forces having opposite ...
... indicated in Fig . 63 ( b ) , there is a tendency for the beam to fail by dropping verti- cally between the supports , the fibers of the beam failing by vertical shear . A shearing stress results when two parallel forces having opposite ...
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