ose the angle.Determine the allowable design axial load on the column section ISMB 450 710.3 Nm. Height of theShunism and it is pin ended. Assume that fy - 250 N/mm; f = 410 N/mm : E = 2 X 10 N/mm?Sectional properties, A. - 9227 mm; h= 450 mm; b= 150 mm: t= 17.4 mm, t = 9.4 mm :T,= 181.5mm:r = 30.10 mm10

ose the angle.Determine the allowable design axial load on the column

1.	ose the angle.Determine the allowable design axial load on the column section ISMB 450 710.3 Nm. Height of theShunism and it is pin ended. Assume that fy - 250 N/mm; f = 410 N/mm : E = 2 X 10 N/mm?Sectional properties, A. - 9227 mm; h= 450 mm; b= 150 mm: t= 17.4 mm, t = 9.4 mm :T,= 181.5mm:r = 30.10 mm10
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