Strength of Materials |
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Page 183
... methods are the conjugate - beam method and the method of super- position . The conjugate - beam method is a variation of the area - moment method , but differs from it in technique . The method of superposition is not an independent ...
... methods are the conjugate - beam method and the method of super- position . The conjugate - beam method is a variation of the area - moment method , but differs from it in technique . The method of superposition is not an independent ...
Page 195
... Method A useful and simple method of determining slopes and deflections in beams involves the area of the moment diagram and also the moment of that area — the area - moment method . We shall discuss first the two basic theorems of the ...
... Method A useful and simple method of determining slopes and deflections in beams involves the area of the moment diagram and also the moment of that area — the area - moment method . We shall discuss first the two basic theorems of the ...
Page 234
... method . PROBLEMS Probs . 653 to 665 inclusive and cases 6 through 12 in Table 6-2 ( page 236 ) may be assigned for solution by the conjugate - beam method . 6-9 . Deflections by the Method of Superposition In a supplementary method of ...
... method . PROBLEMS Probs . 653 to 665 inclusive and cases 6 through 12 in Table 6-2 ( page 236 ) may be assigned for solution by the conjugate - beam method . 6-9 . Deflections by the Method of Superposition In a supplementary method of ...
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