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Given: Consider the beam below with support of the compression flange only provided at the ends of the beam and at the point of concentrated load. Self-weight not included. K K 10ft ★ 10ft 30 ft 10ft pre 12t W P₁ = 40 k WD = 1k/ft Find: Calculate C and determine the lightest W-shape beam for the given loads LRFD and ASD.

Given: Consider the beam below with support of the compression flange only provided at the ends of the beam and at the point of concentrated load. Self-weight not included. K K 10ft ★ 10ft 30 ft 10ft pre 12t W P₁ = 40 k WD = 1k/ft Find: Calculate C and determine the lightest W-shape beam 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 beam below with support of the compression flange only provided at the ends of the beam and at the point of concentrated load. Self-weight not included. 10ft 10ft 30 ft * 10ft Copyright 2012 Parson Education, pubihing Prentice Hall W P₁ = 40 k WD = 1k/ft Find: Calculate CR and determine the lightest W-shape beam for the given loads LRFD and ASD.
Transcribed Image Text:Given: Consider the beam below with support of the compression flange only provided at the ends of the beam and at the point of concentrated load. Self-weight not included. 10ft 10ft 30 ft * 10ft Copyright 2012 Parson Education, pubihing Prentice Hall W P₁ = 40 k WD = 1k/ft Find: Calculate CR and determine the lightest W-shape beam for the given loads LRFD and ASD.
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