Strength of Materials |
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Page 125
... span , are respectively 48.6 ton - ft and 54.1 ton - ft , and that with only C on the span , the maximum moment occurs with C at midspan and equals 60.0 ton - ft . A comparison of the above results shows that the most dangerous bending ...
... span , are respectively 48.6 ton - ft and 54.1 ton - ft , and that with only C on the span , the maximum moment occurs with C at midspan and equals 60.0 ton - ft . A comparison of the above results shows that the most dangerous bending ...
Page 284
... span , a concentrated load of 640 lb at the center of the third span , and a uniformly distributed load of 80 lb / ft over the middle span . Solve for the moments over the supports and check your answers using the results obtained for ...
... span , a concentrated load of 640 lb at the center of the third span , and a uniformly distributed load of 80 lb / ft over the middle span . Solve for the moments over the supports and check your answers using the results obtained for ...
Page 291
... ( Span 1 ) R1 V2 ( Span 2 ) ( Imaginary ) R3 Fig . 8-14 . Solution : This problem can be solved by the basic area - moment method , but it can be solved more easily and more quickly by considering the fixed end to be equivalent to an ...
... ( Span 1 ) R1 V2 ( Span 2 ) ( Imaginary ) R3 Fig . 8-14 . Solution : This problem can be solved by the basic area - moment method , but it can be solved more easily and more quickly by considering the fixed end to be equivalent to an ...
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