Strength of Materials |
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Page 139
... supported by a guy wire AC in the position shown in Fig . P - 515 . The beam carries a load , including its weight , of 500 lb for each foot of its length . Compute the maximum flexural stress at the middle of the beam . Ans . S 725 psi ...
... supported by a guy wire AC in the position shown in Fig . P - 515 . The beam carries a load , including its weight , of 500 lb for each foot of its length . Compute the maximum flexural stress at the middle of the beam . Ans . S 725 psi ...
Page 147
... supported by floor joists ( called floor beams in steel construction ) . The floor joists are assumed to act as simply bownter Subfloor Fig . 5-9 . — -Floor framing . xx Floor joist Girder - Column supported beams . They are supported ...
... supported by floor joists ( called floor beams in steel construction ) . The floor joists are assumed to act as simply bownter Subfloor Fig . 5-9 . — -Floor framing . xx Floor joist Girder - Column supported beams . They are supported ...
Page 148
Ferdinand Leon Singer. supported beams . They are supported by heavier beams called girders , which in turn are supported by columns that transmit the loads to the foundation . The floor load is specified as p lb / sq ft ( psf ) and ...
Ferdinand Leon Singer. supported beams . They are supported by heavier beams called girders , which in turn are supported by columns that transmit the loads to the foundation . The floor load is specified as p lb / sq ft ( psf ) and ...
Contents
APPENDIX B TABLES | 2 |
Shearing Stress | 10 |
SIMPLE STRAIN | 26 |
Copyright | |
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Common terms and phrases
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