W250 x 131 is used as a column with an unbraced length of 8m. with respect to the x-x axis and 4m. with respect to the y-y axis. Assume an A36 steel member, pin-connected at the top and fixed at the bottom. Assume that the column is pin connected at mid-height. Use NSCP 2001. Fy=250MPa. Calculate slenderness
W250 x 131 is used as a column with an unbraced length of 8m. with respect to the x-x axis and 4m. with respect to the y-y axis. Assume an A36 steel member, pin-connected at the top and fixed at the bottom. Assume that the column is pin connected at mid-height. Use NSCP 2001. Fy=250MPa. Calculate slenderness
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.5.8P
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A W250 x 131 is used as a column with an unbraced length of 8m. with respect to the x-x axis and 4m. with respect to the y-y axis. Assume an A36 steel member, pin-connected at the top and fixed at the bottom. Assume that the column is pin connected at mid-height. Use NSCP 2001. Fy=250MPa. Calculate slenderness ratio.
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