Strength of Materials |
From inside the book
Results 1-3 of 86
Page 84
... maximum shearing stress and elongation in a helical spring composed of 20 turns of -in . - diameter wire on a mean ... Compute the number of turns required to permit a stretch of 4 in . without exceeding a shearing stress of 20,000 psi . Use ...
... maximum shearing stress and elongation in a helical spring composed of 20 turns of -in . - diameter wire on a mean ... Compute the number of turns required to permit a stretch of 4 in . without exceeding a shearing stress of 20,000 psi . Use ...
Page 123
... maximum , and compute the value of each such maximum moment . The maximum shearing force occurs at , and is equal to , the maximum reaction . The maximum reaction for a group of moving loads on a span occurs either at the left reaction ...
... maximum , and compute the value of each such maximum moment . The maximum shearing force occurs at , and is equal to , the maximum reaction . The maximum reaction for a group of moving loads on a span occurs either at the left reaction ...
Page 125
... maximum bending mo- ments under A and B , when only loads A and B are on the span , are respectively 48.6 ton - ft ... Compute the maximum bending moment and the maxi- mum shearing force . Ans . Max . M = 48.0 ton - ft ; max . V = 8.0 ...
... maximum bending mo- ments under A and B , when only loads A and B are on the span , are respectively 48.6 ton - ft ... Compute the maximum bending moment and the maxi- mum shearing force . Ans . Max . M = 48.0 ton - ft ; max . V = 8.0 ...
Contents
APPENDIX B TABLES | 2 |
Shearing Stress | 10 |
SIMPLE STRAIN | 26 |
Copyright | |
26 other sections not shown
Other editions - View all
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