Strength of Materials |
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Page 283
Ferdinand Leon Singer. 816. Solve Prob . 815 if one span is three - fourths the length of the other span . 817. See Fig . P - 817 . 818. In Prob . 817 , determine the changed value of the applied couple that will cause M2 to become zero ...
Ferdinand Leon Singer. 816. Solve Prob . 815 if one span is three - fourths the length of the other span . 817. See Fig . P - 817 . 818. In Prob . 817 , determine the changed value of the applied couple that will cause M2 to become zero ...
Page 338
... Solve Prob . 936 if the N axis is changed in ( b ) so that it is at + 45 ° from the X axis . Ans . Max . Sn = 5000 ... Solve the preceding problem if the stress in part ( c ) of the figure is changed to 10,000 psi compression . 941. The ...
... Solve Prob . 936 if the N axis is changed in ( b ) so that it is at + 45 ° from the X axis . Ans . Max . Sn = 5000 ... Solve the preceding problem if the stress in part ( c ) of the figure is changed to 10,000 psi compression . 941. The ...
Page 376
... Solve Prob . 1031 if the bending moment is 50,000 ft - lb , all other data remaining unchanged . 1033. Solve Prob . 1027 by computing the moment of inertia of the trans- formed section , and then applying the flexure formula according ...
... Solve Prob . 1031 if the bending moment is 50,000 ft - lb , all other data remaining unchanged . 1033. Solve Prob . 1027 by computing the moment of inertia of the trans- formed section , and then applying the flexure formula according ...
Contents
APPENDIX B TABLES | 2 |
Shearing Stress | 10 |
SIMPLE STRAIN | 26 |
Copyright | |
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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