Strength of Materials |
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Page 1
... effect of the applied loads on the member and is given a special name , as follows : PI Axial force . This component measures the pulling ( or pushing ) action over the section . A pull represents a tensile force which tends to elongate ...
... effect of the applied loads on the member and is given a special name , as follows : PI Axial force . This component measures the pulling ( or pushing ) action over the section . A pull represents a tensile force which tends to elongate ...
Page 201
... effect defined by M = ( EM ) is caused only by R1 . Also , at any section b - b between B and C , the moment effect will be due to R1 and to the portion of the uniformly distributed load included between B and b - b . Note that defining ...
... effect defined by M = ( EM ) is caused only by R1 . Also , at any section b - b between B and C , the moment effect will be due to R1 and to the portion of the uniformly distributed load included between B and b - b . Note that defining ...
Page 314
... effects are negligible in the case of most structural members , which are usually so stiff that stresses pro- duced by bending moments like Pô can be neglected . But in long slender members or columns , the effect is significant , and ...
... effects are negligible in the case of most structural members , which are usually so stiff that stresses pro- duced by bending moments like Pô can be neglected . But in long slender members or columns , the effect is significant , and ...
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