Strength of Materials |
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Page 262
... restrained at A but only wL3 partially restrained at B , where the slope is 48EI for the end moments . directed up to the right . Solve 737. In the perfectly restrained beam shown in Fig . P - 737 , support B has settled a distance ...
... restrained at A but only wL3 partially restrained at B , where the slope is 48EI for the end moments . directed up to the right . Solve 737. In the perfectly restrained beam shown in Fig . P - 737 , support B has settled a distance ...
Page 264
... restrained end of the propped beam shown in Fig . P - 741 . 742. Determine the end moments in the restrained beam described in Prob . 710 ( page 253 ) . 743. Compute the end moments in the restrained beam described in Prob . 711 ( page ...
... restrained end of the propped beam shown in Fig . P - 741 . 742. Determine the end moments in the restrained beam described in Prob . 710 ( page 253 ) . 743. Compute the end moments in the restrained beam described in Prob . 711 ( page ...
Page 268
... restrained at both ends . It supports a uniformly distributed load of 240 lb / ft over its entire length , and a concentrated load P at 8 ft from the left end . De- termine P so as not to exceed a flexural stress of 1500 psi or a ...
... restrained at both ends . It supports a uniformly distributed load of 240 lb / ft over its entire length , and a concentrated load P at 8 ft from the left end . De- termine P so as not to exceed a flexural stress of 1500 psi or a ...
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allowable stresses aluminum angle applied assumed axial load beam in Fig beam loaded beam shown bending bending moment bolt bronze cantilever beam caused centroid column compressive stress Compute the maximum concentrated load concrete continuous beam cross section deformation Determine the maximum diameter elastic curve end moments equal equivalent Euler's formula factor of safety fibers flange flexure formula free-body diagram ft long ft-lb Hence Hooke's law horizontal ILLUSTRATIVE PROBLEMS inertia lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan deflection modulus Mohr's circle moment of area moment of inertia neutral axis obtain plane positive proportional limit R₂ radius reaction Repeat Prob resisting restrained beam resultant segment shaft shear diagram shearing force shown in Fig Solution Solve Prob span statically indeterminate steel strain tensile stress three-moment equation torque torsional uniformly distributed load vertical shear weld zero ΕΙ