Strength of Materials |
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Page 262
... restrained at A but only wL3 partially restrained at B , where the slope is 48EI directed up to the right . Solve for the end moments . 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 directed up to the right . Solve for the end moments . 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 ...
Contents
APPENDIX B TABLES | 2 |
Shearing Stress | 10 |
SIMPLE STRAIN | 26 |
Copyright | |
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Common terms and phrases
acting actual allowable angle applied assumed axial axis beam beam shown bending bolt carries caused centroid circle column compressive compressive stress compute concentrated concrete consider constant couple cross section deflection deformation determine developed diagram diameter direction distance effect elastic curve element equal equation equivalent expressed flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia joint lb/ft length limit load material maximum method midspan moments negative neutral axis normal obtain occurs plane plate positive Prob PROBLEMS produce R₁ radius reaction relation resisting respect resultant rivet segment shaft shearing stress shown in Fig shows simply slope Solution Solve span spring steel strain strength supported Table tangent tensile thickness torque torsional uniformly varies vertical wall yield zero ΕΙ