Strength of Materials |
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Page 1
... 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 the member , whereas a push is a compressive ...
... 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 the member , whereas a push is a compressive ...
Page 210
... given cantilever loading is not one of the types given in Table 6-1 , it is easily transformed into them by replacing the given loading in Fig . 6-20a by those shown in Fig . 6-20c , i.e. , superposing a downward uniformly distributed ...
... given cantilever loading is not one of the types given in Table 6-1 , it is easily transformed into them by replacing the given loading in Fig . 6-20a by those shown in Fig . 6-20c , i.e. , superposing a downward uniformly distributed ...
Page 539
... given by the expression Ï2 = Sy2 dA . The moment of inertia for the same area with respect to a parallel axis ( X ) located a distance d from the centroidal axis is given by the equation [ I = Sp2 dA ] Ix = Art . A - 4 ] 539 Transfer ...
... given by the expression Ï2 = Sy2 dA . The moment of inertia for the same area with respect to a parallel axis ( X ) located a distance d from the centroidal axis is given by the equation [ I = Sp2 dA ] Ix = Art . A - 4 ] 539 Transfer ...
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