Strength of Materials |
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Page 223
... beam shown in Fig . P - 654 , find the value of EI8 at 3 ft from R2 . Hint : Draw the reference tangent to the elastic curve at R2 . 655. Find the value of EI8 under each concentrated load of the beam shown in Fig . P - 655 . Ans . 2440 ...
... beam shown in Fig . P - 654 , find the value of EI8 at 3 ft from R2 . Hint : Draw the reference tangent to the elastic curve at R2 . 655. Find the value of EI8 under each concentrated load of the beam shown in Fig . P - 655 . Ans . 2440 ...
Page 260
... beam shown in Fig . P – 723 . R w lb / ft L 22 Fig . P - 723 . w lb / ft L R Fig . P - 724 and P - 725 . 724. The beam shown in Fig . P - 724 is only partially restrained at the wall wL3 so that , after the uniformly distributed load is ...
... beam shown in Fig . P – 723 . R w lb / ft L 22 Fig . P - 723 . w lb / ft L R Fig . P - 724 and P - 725 . 724. The beam shown in Fig . P - 724 is only partially restrained at the wall wL3 so that , after the uniformly distributed load is ...
Page 261
... beam shown in Fig . P - 729 , compute the end moment and maximum E18 . Ans . M = -1840 ft - lb ; EI8 = 9120 lb - ft3 730. Determine the end moment and maximum deflection for the perfectly restrained beam loaded as shown in Fig . P - 730 ...
... beam shown in Fig . P - 729 , compute the end moment and maximum E18 . Ans . M = -1840 ft - lb ; EI8 = 9120 lb - ft3 730. Determine the end moment and maximum deflection for the perfectly restrained beam loaded as shown in Fig . P - 730 ...
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