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 = 9 ft, LBc = 3 ft, LcD = 4 ft, LDE = 2 ft, PC= 1870 lb, PE 1620 lb, WAB 780 lb/ft, b₁ = 8 in., b₂ = 2 in., b3 = 4 in., d₁ = 2 in., d₂ = 9 in., d3= 2 in. Consider the entire 18-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. WAB LAB B LBC b₁ с LCD ·b₂ O D d₁ LDE d₂ PE E X

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 = 9 ft, LBc = 3 ft, LcD = 4 ft, LDE = 2 ft, PC= 1870 lb, PE 1620 lb, WAB 780 lb/ft, b₁ = 8 in., b₂ = 2 in., b3 = 4 in., d₁ = 2 in., d₂ = 9 in., d3= 2 in. Consider the entire 18-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. WAB LAB B LBC b₁ с LCD ·b₂ O D d₁ LDE d₂ PE E X

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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