A ISHB. 350@710N/m used as laterally unsupported beam over as pan of 5.3m, calculate lateral torsional buckling moment $(M_cr)$Considering $E=2X10^5 and G=76.92X10^3 N/mm^2 $

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written 7.9 years ago by

vasuch145 • 0

modified 3.7 years ago by

phenjoisilab • 0

design and drawing of steel structures

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