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= 2 in., b3 = 4 in., d1 = 2 in., d2 =10 in., d3 = 2 in. Consider the entire 13-ft length of the beam and determine: (a) the maximum ten

= 2 in., b3 = 4 in., d1 = 2 in., d2 =10 in., d3 = 2 in. Consider the entire 13-ft length of the beam and determine: (a) the maximum ten

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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A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 5 ft, LBC = 2 ft, LCD = 3 ft, LDE = 3 ft, Pc= 1610 lb, Pe= 1710 lb, WAB=610 lb/ft, b1 = 7 in., b2 = 2 in., b3 = 4 in., d1 = 2 in., d2 =10 in., d3 = 2 in. Consider the entire 13-ft length of the beam and determine: (a) the maximum tension bending stress o, at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 5 ft, LBC = 2 ft, LCD= 3 ft, LDE = 3 ft, Pc = 1610 lb, PE = 1710 lb, WAB= 610 lb/ft, b₁ = 7 in., b₂ = 2 in., b3 = 4 in., d₁ = 2 in., d₂ = 10 in., d3 = 2 in. Consider the entire 13-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. Pc PE WAB X A LAB Answers: (a) στ = (b) oc= B LBC b₁ b3 C LCD psi. psi. D d₁ dz LDE E
Transcribed Image Text:A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 5 ft, LBC = 2 ft, LCD= 3 ft, LDE = 3 ft, Pc = 1610 lb, PE = 1710 lb, WAB= 610 lb/ft, b₁ = 7 in., b₂ = 2 in., b3 = 4 in., d₁ = 2 in., d₂ = 10 in., d3 = 2 in. Consider the entire 13-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. Pc PE WAB X A LAB Answers: (a) στ = (b) oc= B LBC b₁ b3 C LCD psi. psi. D d₁ dz LDE E
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