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A Fig. P8.3 8.3 An overhanging W920 x 449 rolled-steel beam supports a load Pas shown. Knowing that P = 700 kN, a =

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A Fig. P8.3 8.3 An overhanging W920 x 449 rolled-steel beam supports a load Pas shown. Knowing that P = 700 kN, a = 2.5 m, and = 100 MPa, determine (a) the maximum value of the normal stress in the beam, (b) the maximum value of the principal stress max at the junction of the flange and web, (c) whether the specified shape is acceptable as far as these two stresses are concerned. 8.4 Solve Prob. 8.3, assuming that P = 850 kN and a = 2.0 m.

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