Strength of Materials |
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Page 66
... torque T is applied at the ends of the shaft , a fiber AB on the outside surface , which is orig- inally straight ... torque which balances the applied torque . When this happens , slices ( 1 ) and ( 2 ) will act as a rigid unit and ...
... torque T is applied at the ends of the shaft , a fiber AB on the outside surface , which is orig- inally straight ... torque which balances the applied torque . When this happens , slices ( 1 ) and ( 2 ) will act as a rigid unit and ...
Page 74
... torque of 4000 ft - lb applied at 3 ft from the left end , and to another clockwise torque of 6000 ft - lb applied at 4 ft from the right end . Compute the shearing stress developed in each segment of the shaft . Hint : Use the results ...
... torque of 4000 ft - lb applied at 3 ft from the left end , and to another clockwise torque of 6000 ft - lb applied at 4 ft from the right end . Compute the shearing stress developed in each segment of the shaft . Hint : Use the results ...
Page 75
... torque resistance of one bolt is PR , where R is the radius of the bolt circle . There- fore , for any number of bolts , n , the torque capacity of the coupling is ex- pressed by T = PRn = T2 S , Rn Occasionally a coupling has two con ...
... torque resistance of one bolt is PR , where R is the radius of the bolt circle . There- fore , for any number of bolts , n , the torque capacity of the coupling is ex- pressed by T = PRn = T2 S , Rn Occasionally a coupling has two con ...
Contents
RIVETED AND WELDED JOINTS | 39 |
TORSION | 65 |
SHEAR AND MOMENT IN BEAMS | 91 |
Copyright | |
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acting actual allowable angle applied assumed axes axial axis beam bending carries caused centroidal circle column compressive compressive stress compute concrete consider constant cross-section deflection deformation Determine developed diagram diameter direction distance distributed effect elastic curve element equal equation equivalent expressed flange forces formula ft-lb given gives Hence horizontal ILLUSTRATIVE indicates inertia joint lb/ft length limit load material maximum method moments neutral axis normal obtain occurs plane plate position principal PROB PROBLEMS produced R₁ radius reaction reduces reference reinforced relation represents resisting respect resultant rivet shaft shearing stress shown in Fig shows simple slope Solution span spring steel strain strength Substituting supported Table tangent tensile thickness unit varies vertical wall weight whence zero