Strength of Materials |
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Page 96
... caused by upward - acting loads , and minus signs to V and M caused by downward - acting loads . We shall be consistent in assigning a plus sign to any upward quantity and a minus sign to any quantity associated with the word " down ...
... caused by upward - acting loads , and minus signs to V and M caused by downward - acting loads . We shall be consistent in assigning a plus sign to any upward quantity and a minus sign to any quantity associated with the word " down ...
Page 200
... caused by any load . system is the algebraic sum of the bending moments at that section caused by each load acting separately . This statement is expressed algebraically by M = ( ZM ) L = ( ZM ) R ( 4-2 ) where ( M ) indicates the sum ...
... caused by any load . system is the algebraic sum of the bending moments at that section caused by each load acting separately . This statement is expressed algebraically by M = ( ZM ) L = ( ZM ) R ( 4-2 ) where ( M ) indicates the sum ...
Page 535
... caused by an equal opposite load . The net effect of these two loadings is equivalent to unloading the structure ... causes a residual radius of curvature expressed by 1 R and a springback angle given by - 1 Ro 3Su Eh ур ( 14-6 ) 3SUP 08 ...
... caused by an equal opposite load . The net effect of these two loadings is equivalent to unloading the structure ... causes a residual radius of curvature expressed by 1 R and a springback angle given by - 1 Ro 3Su Eh ур ( 14-6 ) 3SUP 08 ...
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