Strength of Materials |
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Page 122
... maximum reaction , and consequently the maximum shearing force , is at R2 , since it is nearer the resultant load ... Determine the maximum moment and maximum shear . = 444. Three wheel loads roll as a unit across a 34 - ft span . The ...
... maximum reaction , and consequently the maximum shearing force , is at R2 , since it is nearer the resultant load ... Determine the maximum moment and maximum shear . = 444. Three wheel loads roll as a unit across a 34 - ft span . The ...
Page 309
Ferdinand Leon Singer. internal pressure of 200 psi . Determine the maximum diameter if the maximum shearing stress is limited to 6000 psi . Hint : The circumferential stress is twice the longitudinal stress ( Art . 2-1 ) . Ans . D 120 ...
Ferdinand Leon Singer. internal pressure of 200 psi . Determine the maximum diameter if the maximum shearing stress is limited to 6000 psi . Hint : The circumferential stress is twice the longitudinal stress ( Art . 2-1 ) . Ans . D 120 ...
Page 445
... Determine the values of the maximum and minimum moments of inertia , and also the angle that the axis of maximum inertia makes with the X axis . Illustrate by a diagram . Ans . Max . I = 120 in.4 ; min . I 20 in . ' ; 0 26 ° 35 ' A44 ...
... Determine the values of the maximum and minimum moments of inertia , and also the angle that the axis of maximum inertia makes with the X axis . Illustrate by a diagram . Ans . Max . I = 120 in.4 ; min . I 20 in . ' ; 0 26 ° 35 ' A44 ...
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