Quantcast Design of a Beam Subject to Torsion -Cont. - dm2_080132

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L = 240 in, d = 27.125 in from Example Problem a, and
arm = b/2
= 18/2
= 9.0 in offset from centerline of beam
240
Tu = ( - 27.125) x 320 x 9
2
= 267,480 in-lb
(2) Determine maximum torsional stress using Equation (47a>,
since h > b.
(3) Use Equations (48) and (49) to find shear and torsional
capacity of unreinforced web.





 


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