Question: Calculate the Cb for the given problem if there are no lateral supports ( i . e . the unbraced length = 3 0 )

Calculate the Cb for the given problem if there are no lateral supports (i.e. the unbraced length =30). Now calculate Cb again with the unbraced length being 10(distance between ateral supports). Use the equation in the FE reference manual provided on Moodle to calculate Cb. Was the assumption of Cb =1.0 in the given problem a reasonable assumption?
Calculate the Cb for the given problem if there

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