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Given: Consider the W24 x 94 beam below with lateral support of the compression flange only provided at the ends of the beam. 12 ft PD = 9.0 k PL = 12.0 k ★ 24 ft 12 ft wp = 1.0 k/ft Includes self-weight WL = 1.75 k/ft K Find: Calculate C₁_and determine if this beam is adequate for the given loads LRFD and ASD.

Given: Consider the W24 x 94 beam below with lateral support of the compression flange only provided at the ends of the beam. 12 ft PD = 9.0 k PL = 12.0 k ★ 24 ft 12 ft wp = 1.0 k/ft Includes self-weight WL = 1.75 k/ft K Find: Calculate C₁_and determine if this beam is adequate for the given loads LRFD and ASD.

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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Given: Consider the W24 x 94 beam below with lateral support of the compression flange only provided at the ends of the beam. 12 ft PD = 9.0 k * 24 ft 12.0 k 12 ft 1.0 k/ft Includes self-weight WD = WL = 1.75 k/ft Find: Calculate and determine if this beam is adequate for the given loads LRFD and ASD.
Transcribed Image Text:Given: Consider the W24 x 94 beam below with lateral support of the compression flange only provided at the ends of the beam. 12 ft PD = 9.0 k * 24 ft 12.0 k 12 ft 1.0 k/ft Includes self-weight WD = WL = 1.75 k/ft Find: Calculate and determine if this beam is adequate for the given loads LRFD and ASD.
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