Strength of Materials |
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Page 113
... reaction is distributed over an infinitesimal width - i.e . , becomes a concentrated force the intensity of loading is infinitely upward , and the corresponding slope of the shear diagram is vertically upward , as is the case at the ...
... reaction is distributed over an infinitesimal width - i.e . , becomes a concentrated force the intensity of loading is infinitely upward , and the corresponding slope of the shear diagram is vertically upward , as is the case at the ...
Page 123
... reaction . The maximum reaction for a group of moving loads on a span occurs either at the left reaction when the leftmost load is over that reaction , or at the right reaction when the rightmost load is over it . In other words , the ...
... reaction . The maximum reaction for a group of moving loads on a span occurs either at the left reaction when the leftmost load is over that reaction , or at the right reaction when the rightmost load is over it . In other words , the ...
Page 288
Ferdinand Leon Singer. Simple beam reaction 160.0 Couple reaction Vertical shear 60 lb / ft 120 lb 180 lb 30 lb / ft 3 ' 4 ' 5 ' 8 ' 4 ' 10 ' 12 ' 75.0 105.0 80.0 200.0 100.0 90.0 30.0 I - 24.1 24.1 -13.7 13.7 35.5 -35.5 135.9 104.1 ...
Ferdinand Leon Singer. Simple beam reaction 160.0 Couple reaction Vertical shear 60 lb / ft 120 lb 180 lb 30 lb / ft 3 ' 4 ' 5 ' 8 ' 4 ' 10 ' 12 ' 75.0 105.0 80.0 200.0 100.0 90.0 30.0 I - 24.1 24.1 -13.7 13.7 35.5 -35.5 135.9 104.1 ...
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