Strength of Materials |
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Page 314
... stress is the difference between the axial and flexural stresses . If tensile stress is denoted by a positive sign and compressive stress by a negative sign , the resultant stress at any point of the beam is given by the algebraic sum ...
... stress is the difference between the axial and flexural stresses . If tensile stress is denoted by a positive sign and compressive stress by a negative sign , the resultant stress at any point of the beam is given by the algebraic sum ...
Page 373
... compressive stress in the concrete is fe , where fe is the maximum compressive stress . The compressive force C ' in the concrete is the product of the average compressive stress multiplied by b kd , ( the area under compression ) : C ...
... compressive stress in the concrete is fe , where fe is the maximum compressive stress . The compressive force C ' in the concrete is the product of the average compressive stress multiplied by b kd , ( the area under compression ) : C ...
Page 387
... stress accompanied by a negligible direct com- pressive stress . Thus , at the two extremes , a short column carries principally direct compressive stress , and a long column is subjected primarily to flexural stress . As the length of ...
... stress accompanied by a negligible direct com- pressive stress . Thus , at the two extremes , a short column carries principally direct compressive stress , and a long column is subjected primarily to flexural stress . As the length 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