Strength of Materials |
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Page 38
... stress to the case of biaxial stress . Thus , if an element is subjected simultaneously to tensile stresses in the X and Y directions , the strain in the X direction St E due to the tensile stress S , is Simultaneously the tensile stress ...
... stress to the case of biaxial stress . Thus , if an element is subjected simultaneously to tensile stresses in the X and Y directions , the strain in the X direction St E due to the tensile stress S , is Simultaneously the tensile stress ...
Page 371
... strength in com- pression as soft wood , but its tensile strength is practically zero . For this reason , the tensile side of concrete beams is reinforced with steel bars . Ideally , these steel bars should follow the tensile stress ...
... strength in com- pression as soft wood , but its tensile strength is practically zero . For this reason , the tensile side of concrete beams is reinforced with steel bars . Ideally , these steel bars should follow the tensile stress ...
Page 456
... tensile forces . As shown in the next article , the stress at the edge of the hole is three times the stress across the full section . However , if this bar is sub- jected to a gradually increasing static tensile load , it will sustain ...
... tensile forces . As shown in the next article , the stress at the edge of the hole is three times the stress across the full section . However , if this bar is sub- jected to a gradually increasing static tensile load , it will sustain ...
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