Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- b=8 h = 10⁰ lx = 666 in ly=426 in 21'-0" 0.82 1. Given the allowable stress table for wood timbers provided with the list of formulas, consider the following for a 8" by 10" # 1 Hem-Fir column. b. If the column is detailed with intermediate bracing so that Lx = 28-0° and Ly=21¹-0", what is the maximum allowable axial load on the column? Answer: a. If the column is laterally braced about both the X and Y axes at the top and bottom, what is the maximum allowable length under an axial load (P) of 50,000#? Answer:arrow_forward(2) + 4 6 " 28 Uncracked M = 30 ftop = ? ft-k Mer=? foot = ?arrow_forwardConvert 224lb/ft² to N/m² using division methodarrow_forward
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