The beam-column in the figure is a member of a braced frame. Use LRFD and determine whether this member satisfies the appropriate AISC interaction equation. Endpoints are pin connections in both x and y directions and the member is laterally supported at both ends. The load and moments are computed from service loads, and bending is about the x axis. Use Lp = 3.166 m, Lr: = 12.487 m and Cb as 1.0. The steel is S355; Fy = 355 MPa, Fu = 510 MPa, E= 200 GPa. 450 kN 300 kN 1 m 2 m 4 m 300 KN HE300B 1 m 450 kN

The beam-column in the figure is a member of a braced frame. Use LRFD and determine whether this member satisfies the appropriate AISC interaction equation. Endpoints are pin connections in both x and y directions and the member is laterally supported at both ends. The load and moments are computed from service loads, and bending is about the x axis. Use Lp = 3.166 m, Lr: = 12.487 m and Cb as 1.0. The steel is S355; Fy = 355 MPa, Fu = 510 MPa, E= 200 GPa. 450 kN 300 kN 1 m 2 m 4 m 300 KN HE300B 1 m 450 kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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