Strength of Materials |
From inside the book
Results 1-3 of 40
Page 262
... restrained at its ends . The slope at the left end is wL3 72EI directed up to the left , whereas at the right end the slope is directed up to the right . Determine the end moments . wL3 72EI 736. The beam shown in Fig . P - 735 is ...
... restrained at its ends . The slope at the left end is wL3 72EI directed up to the left , whereas at the right end the slope is directed up to the right . Determine the end moments . wL3 72EI 736. The beam shown in Fig . P - 735 is ...
Page 264
... Table 7-2 . In the following problems we show how these general values are superposed to solve design problems involving various combinations of loads . Jun 11 x 14x17 - CASE NO . 1 2 3 5 СЛ A 6 264 [ Chap . 7 Restrained Beams.
... Table 7-2 . In the following problems we show how these general values are superposed to solve design problems involving various combinations of loads . Jun 11 x 14x17 - CASE NO . 1 2 3 5 СЛ A 6 264 [ Chap . 7 Restrained Beams.
Page 268
Ferdinand Leon Singer. PROBLEMS 748. A restrained beam 20 ft long supports a concentrated load of 8 kips at 6 ft from the left end , and another concentrated load of 12 kips at 8 ft from the right end . Select the lightest WF beam that ...
Ferdinand Leon Singer. PROBLEMS 748. A restrained beam 20 ft long supports a concentrated load of 8 kips at 6 ft from the left end , and another concentrated load of 12 kips at 8 ft from the right end . Select the lightest WF beam that ...
Contents
APPENDIX B TABLES | 2 |
Shearing Stress | 10 |
SIMPLE STRAIN | 26 |
Copyright | |
26 other sections not shown
Other editions - View all
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