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 πd2 T = PRn = S. Rn ( 3-4 ) Occasionally a coupling has ...
... 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 πd2 T = PRn = S. Rn ( 3-4 ) Occasionally a coupling has ...
Contents
SIMPLE STRESS | 1 |
RIVETED AND WELDED JOINTS | 39 |
TORSION | 65 |
Copyright | |
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acting AISC formula allowable stresses angle applied assumed axes axial load bending bending moment C₁ C₂ Carry-over centroidal column formula compressive stress Compute the maximum concrete critical load cross-section deflection deformation Determine the maximum diameter elastic curve element end moments equal equivalent Euler's formula factor of safety flange flexural stress flexure formula ft long ft-lb Hence ILLUSTRATIVE PROBLEMS in.¹ lb-ft³ lb/ft length maximum shearing stress maximum stress midspan modulus Mohr's circle moment of inertia moments of inertia neutral axis normal stress obtain P₁ plane plate principal stresses PROB product of inertia proportional limit R₁ R₂ radius reinforced resisting resultant rivet S₂ shaft shear center shear diagram shear flow shearing force shown in Fig simply supported slenderness ratio slope Solution span steel strain tangent tensile stress torsional vertical shear whence zero ΕΙ