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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
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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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
Transcribed Image Text: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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