Strength of Materials |
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Page 76
... torsional loads on that rivet , and appears as shown in Fig . 3-9c . A better method of determining the torsional load is to apply the torsion formula S. ρ = Tp J If S. represents the shearing stress at the center of any rivet and p is ...
... torsional loads on that rivet , and appears as shown in Fig . 3-9c . A better method of determining the torsional load is to apply the torsion formula S. ρ = Tp J If S. represents the shearing stress at the center of any rivet and p is ...
Page 82
... torsional shearing stresses like S2 , caused by the twisting couple T = PR . The torsional stresses S2 vary in magnitude with their radial distance from the centroid , and are directed perpendicular to the radius , as at A. The ...
... torsional shearing stresses like S2 , caused by the twisting couple T = PR . The torsional stresses S2 vary in magnitude with their radial distance from the centroid , and are directed perpendicular to the radius , as at A. The ...
Page 310
... torsional shearing stress , maximum at the periphery of the shaft , which also acts on the element at the top or bottom of the shaft . This state of stress is shown in Fig . 9-26a . Although the Max . S , 12,000 psi = R , S ( Ss ) t ( S ) ...
... torsional shearing stress , maximum at the periphery of the shaft , which also acts on the element at the top or bottom of the shaft . This state of stress is shown in Fig . 9-26a . Although the Max . S , 12,000 psi = R , S ( Ss ) t ( S ) ...
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