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5. For a steel girder W200x52 (see the section properties in the last page), sketch the distribution of shear stress and spec

4. A single-span simply-supported beam has a span length of 5 m and is subjected to two loads (P) as shown in the figure. The

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s = 40.5 جمع в EMA =0 PX1 +Px4 - 5 By = 0 By =P Ая =Р tlmim tim Ву Bending moment diagram (Mmax = pwm pK) Р Tallowable stress-12 m case - allowable stress occur in wood at apbur fiber out the interference & wood & steel M = I. I = mxTwo I R= led 10.5

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