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1An angle bean (Fig. I) is used escription roof put the roof is 1:5, compute the flexural stresshe kN/m on aasa roof purlin.

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乙. V2u 5.62729 kN.m D,Tyy 400 x loら x 28.515.(ג7xley Eg.5. :/1..,75+ ry,nrn Tnm לי

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1An angle bean (Fig. I) is used escription roof put the roof is 1:5, compute the flexural stresshe kN/m on aasa roof purlin. It carries a vertical uniformly roofis l :5. С 2 For the thin walled he...
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