Strength of Materials |
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Page 393
... hinged column of the same length . One other type of column is hinged at one end and built in at the other , as in Fig . 11-6 . For it , the point of inflection can be shown to be nearly 0.7L from the hinged end . Hence substituting an ...
... hinged column of the same length . One other type of column is hinged at one end and built in at the other , as in Fig . 11-6 . For it , the point of inflection can be shown to be nearly 0.7L from the hinged end . Hence substituting an ...
Page 397
... hinged . 165,600 lb 1108. Select the lightest WF section that will act as a column 25 ft long with hinged ends and support an axial load of 60,000 lb with a factor of safety of 2. Assume that the proportional limit is 30,000 psi . 1109 ...
... hinged . 165,600 lb 1108. Select the lightest WF section that will act as a column 25 ft long with hinged ends and support an axial load of 60,000 lb with a factor of safety of 2. Assume that the proportional limit is 30,000 psi . 1109 ...
Page 406
... hinged ends and a length of 30 ft ; ( b ) built - in ends and an unsupported length of 50 ft ; ( c ) built - in ends and a length of 50 ft braced at the midpoint . Solution : Table B - 2 , Appendix B , gives , for a 14 WF 78 section ...
... hinged ends and a length of 30 ft ; ( b ) built - in ends and an unsupported length of 50 ft ; ( c ) built - in ends and a length of 50 ft braced at the midpoint . Solution : Table B - 2 , Appendix B , gives , for a 14 WF 78 section ...
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