Q.2 The column shown in Fig. 2 has length of 32 ft. and is unbraced about both axes. a) Determine by Calculation, the adequacy of W14 x 159 ASTM A992 (Fy = 50 ksi). b) Using Table 4-1 Select a suitable W14 section for the column in Fig C-2. PD-250 k PL=400 k L=32' FIG. 2
Q.2 The column shown in Fig. 2 has length of 32 ft. and is unbraced about both axes. a) Determine by Calculation, the adequacy of W14 x 159 ASTM A992 (Fy = 50 ksi). b) Using Table 4-1 Select a suitable W14 section for the column in Fig C-2. PD-250 k PL=400 k L=32' FIG. 2
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 5.6.3P
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