Strength of Materials |
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Page 128
... ab and cd rotate relative to each other by the amount de as shown in Fig . 5-1b , but remain T straight and undistorted , in accordance with assumption 1 of 128 CHAPTER STRESSES IN BEAMS 5-1 Introduction • 5-2 Derivation of Flexure Formula.
... ab and cd rotate relative to each other by the amount de as shown in Fig . 5-1b , but remain T straight and undistorted , in accordance with assumption 1 of 128 CHAPTER STRESSES IN BEAMS 5-1 Introduction • 5-2 Derivation of Flexure Formula.
Page 133
Ferdinand Leon Singer. which leads directly to the flexure formula * My S = I ( 5-2 ) This formula indicates that the flexure stress in any section varies directly with the distance of the section from the neutral axis . In a more common ...
Ferdinand Leon Singer. which leads directly to the flexure formula * My S = I ( 5-2 ) This formula indicates that the flexure stress in any section varies directly with the distance of the section from the neutral axis . In a more common ...
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... equation Correction factors for curved beams , 497 table of , 498 Couplings ... flexure , 514 , 534 in torsion , 512 , 534 Elastic - plastic material , 511 ... formula , 133 assumptions and limitations , 128 Floor framing , 147 Force ...
... equation Correction factors for curved beams , 497 table of , 498 Couplings ... flexure , 514 , 534 in torsion , 512 , 534 Elastic - plastic material , 511 ... formula , 133 assumptions and limitations , 128 Floor framing , 147 Force ...
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