AW14 x 43 column in a braced frame has a yield stress of 50 ksi and a height of 10 ft. The column is pinned at the top and bottom and has no intermediate bracing. Determine the available strength of the column considering the critical stress for flexural buckling. From AISC Manual Table 1-1, the properties of a W14 x 43 are: A = 12.6 in^2 tw = 0.305 in bf/2tf 7.54 h/tw- 37.4 rx = 5.82 in ry= 1.89 in Ix= 428 in4 ly = 45.2 in4 G= 11,200 ksi J = 1.05 in^4 Cw = 1950 in 6 What is the nominal axial strength considering flexural buckling stress of the column section (in kips). O 310 O 468 0 0 0 0 0 O 447 O 375 O 420 O 436 O 517 O 280

AW14 x 43 column in a braced frame has a yield stress of 50 ksi and a height of 10 ft. The column is pinned at the top and bottom and has no intermediate bracing. Determine the available strength of the column considering the critical stress for flexural buckling. From AISC Manual Table 1-1, the properties of a W14 x 43 are: A = 12.6 in^2 tw = 0.305 in bf/2tf 7.54 h/tw- 37.4 rx = 5.82 in ry= 1.89 in Ix= 428 in4 ly = 45.2 in4 G= 11,200 ksi J = 1.05 in^4 Cw = 1950 in 6 What is the nominal axial strength considering flexural buckling stress of the column section (in kips). O 310 O 468 0 0 0 0 0 O 447 O 375 O 420 O 436 O 517 O 280

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.9.5P

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