The member shown in Figure 1 is part of a braced frame. The load and moments are computed from service loads (40% dead load and 60% live load), and bending is about the x axis (the end shears are not shown). The frame analysis was performed consistent with the effective length method, so the flexural rigidity, EI, was unreduced. Use Kx = 0.85. Determine whether this member satisfies the appropriate AISC interaction equation.

The member shown in Figure 1 is part of a braced frame. The load and moments are computed from service loads (40% dead load and 60% live load), and bending is about the x axis (the end shears are not shown). The frame analysis was performed consistent with the effective length method, so the flexural rigidity, EI, was unreduced. Use Kx = 0.85. Determine whether this member satisfies the appropriate AISC interaction equation.

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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