The beam-column in Figure P6.5-6 is braced against sidesway. Bending is about the major axis, and A992 steel is used. The given loads are service loads, consisting of 25% dead load and 75% live load. Is this member adequate? a. Use LRFD. b. Use ASD. 190k 80 ft-k W10 x 60 15' K, = K, = 1.0 %3D 75 ft-k 190k FIGURE P6.5-6

The beam-column in Figure P6.5-6 is braced against sidesway. Bending is about the major axis, and A992 steel is used. The given loads are service loads, consisting of 25% dead load and 75% live load. Is this member adequate? a. Use LRFD. b. Use ASD. 190k 80 ft-k W10 x 60 15' K, = K, = 1.0 %3D 75 ft-k 190k FIGURE P6.5-6

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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Question

The beam-column in Figure P6.5-6 is braced against sidesway. Bending is about the major axis,
and A992 steel is used. The given loads are service loads, consisting of 25% dead load and 75%
live load. Is this member adequate?
a. Use LRFD.
b. Use ASD.
190 k
80 ft-k
W10 x 60
15'
K, = K, = 1.0
75 ft-k
190 k
FIGURE P6.5-6

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