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Page 30
Ferdinand Leon Singer. Working Stress and Factor of Safety . The working stress is defined as the actual stress the material has when under load . It is almost synony- mous with allowable stress , which is the maximum safe stress a ...
Ferdinand Leon Singer. Working Stress and Factor of Safety . The working stress is defined as the actual stress the material has when under load . It is almost synony- mous with allowable stress , which is the maximum safe stress a ...
Page 181
... allowable stresses speci- fied in Illus . Prob . 591 , determine the rivet pitch for 3 - in . rivets attaching the angles to the web plate at a section where V 100,000 lb. = 598. Two 15 - in . 40 - lb channels are riveted together , as ...
... allowable stresses speci- fied in Illus . Prob . 591 , determine the rivet pitch for 3 - in . rivets attaching the angles to the web plate at a section where V 100,000 lb. = 598. Two 15 - in . 40 - lb channels are riveted together , as ...
Page 436
... allowable stresses are S rivets , plate width p strap plate = in . = 15,000 , S. 20,000 , and St 40,000 psi . Use in . St 11 in . , thickness of main plate = in . and of each Ans . P = 101,200 lb 1221. In the joint in Illus . Prob ...
... allowable stresses are S rivets , plate width p strap plate = in . = 15,000 , S. 20,000 , and St 40,000 psi . Use in . St 11 in . , thickness of main plate = in . and of each Ans . P = 101,200 lb 1221. In the joint in Illus . Prob ...
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