Strength of Materials |
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Page 176
... Determine the safe value of P if S≤1200 psi and S , ≤200 psi . Ans . P = 742 lb 587. The distributed load shown in Fig . P - 587 is supported by a wide flange section of the given dimensions . Determine the maximum value of w that ...
... Determine the safe value of P if S≤1200 psi and S , ≤200 psi . Ans . P = 742 lb 587. The distributed load shown in Fig . P - 587 is supported by a wide flange section of the given dimensions . Determine the maximum value of w that ...
Page 193
... Determine the maximum deflection & in a simply supported beam of length L carrying a uniformly distributed load of w lb / ft applied over its entire 5 wL4 5 WL3 length . 384 EI 384 EI Ans . δ = = 607. Determine the maximum value of Ely ...
... Determine the maximum deflection & in a simply supported beam of length L carrying a uniformly distributed load of w lb / ft applied over its entire 5 wL4 5 WL3 length . 384 EI 384 EI Ans . δ = = 607. Determine the maximum value of Ely ...
Page 565
... 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.4 ; 0 63.4 ° = A43 . A ...
... 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.4 ; 0 63.4 ° = A43 . A ...
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