STEEL DESIGN W/ ACCESS
STEEL DESIGN W/ ACCESS
6th Edition
ISBN: 9781337761499
Author: Segui
Publisher: CENGAGE L
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Chapter 6, Problem 6.6.4P

The member shown in Figure P6.6-4 is part of a braced frame. The load and moments are computed from service loads, 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. E I , was unreduced. Use K x = 0.9 . The load and moments are 30 % dead load and 70 % live load. Determine whether this member satisfies the appropriate AISC interaction equation.

a. Use LRFD.

b. Use ASD.

Chapter 6, Problem 6.6.4P, The member shown in Figure P6.6-4 is part of a braced frame. The load and moments are computed from

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