Problem: A W14 x 74 beoam-column member in a braced frame must support the service loads shown in the figure. The member is A992 steel and bending is about the strong axis. The member is laterally braced at its ends only. Do not consider moment amplification. Determine whether the given member satisfies the appropriate AISC interaction equation. Use (a) ASD, and (b) LRFD PD = 534 kN PL = 1068 kN MD = 20 kN-m ML = 54 kN - m W14 x 74 4.9 m Kx = 0.85; Ky = Mp = 24.4 kN-m ML = 65 kN-m PD = 534 kN PL = 1068 kN.

Problem: A W14 x 74 beoam-column member in a braced frame must support the service loads shown in the figure. The member is A992 steel and bending is about the strong axis. The member is laterally braced at its ends only. Do not consider moment amplification. Determine whether the given member satisfies the appropriate AISC interaction equation. Use (a) ASD, and (b) LRFD PD = 534 kN PL = 1068 kN MD = 20 kN-m ML = 54 kN - m W14 x 74 4.9 m Kx = 0.85; Ky = Mp = 24.4 kN-m ML = 65 kN-m PD = 534 kN PL = 1068 kN.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.5.2P

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