Determine the buckling strength of the column that braced at the third point. ST37 steel is used.by using table and equation methods. A = 12400 mm², Iy = 484.08 x 106 mm“, ly = 33.34 x 106 mm* b =200 mm B A w = 6mm L=4.5 m tp = 25mm ty = 25nım uu nor = 4 Lutu Ost
Determine the buckling strength of the column that braced at the third point. ST37 steel is used.by using table and equation methods. A = 12400 mm², Iy = 484.08 x 106 mm“, ly = 33.34 x 106 mm* b =200 mm B A w = 6mm L=4.5 m tp = 25mm ty = 25nım uu nor = 4 Lutu Ost
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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