Strength of Materials |
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Page 46
... steel plate 10 in . wide and t in . thick . Determine the thickness t of the steel plates so the assembly will support an axial load of 300,000 lb without exceeding a maximum timber stress of 1200 psi or a maximum steel stress of 20,000 ...
... steel plate 10 in . wide and t in . thick . Determine the thickness t of the steel plates so the assembly will support an axial load of 300,000 lb without exceeding a maximum timber stress of 1200 psi or a maximum steel stress of 20,000 ...
Page 55
... Steel railroad rails 30 ft long are laid with a clearance of in . at a temperature of 60 ° F . At what temperature will the rails just touch ? What stress would be induced in the rails at that temperature if there were no clear- ance ...
... Steel railroad rails 30 ft long are laid with a clearance of in . at a temperature of 60 ° F . At what temperature will the rails just touch ? What stress would be induced in the rails at that temperature if there were no clear- ance ...
Page 371
... steel bars . Ideally , these steel bars should follow the tensile stress trajectories , but practically they are placed in one layer on the tensile side . Fortunately there is a natural adhesion or bond between concrete and steel ...
... steel bars . Ideally , these steel bars should follow the tensile stress trajectories , but practically they are placed in one layer on the tensile side . Fortunately there is a natural adhesion or bond between concrete and steel ...
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