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= 6ft, Lec=2 ft. Lco=3ft, LDE 3ft, Pc-1990 lb, PE 1950 lb, WAB= 800 lb/ft, b₁ = 6 in., b₂= 2 in., b3-3 in.,d₁-2 in. d₂-6 in.d3 = 2 in. Consider the entire 14-ft length of the beam and determine: (a) the maximum tension bending stress of at any location along the beam, and (b) the maximum compression bending stress o at any location along the beam. A WAB LAB B จ b₁ Pc LBC C OD LCD -b₂ 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= 6ft, Lec=2 ft. Lco=3ft, LDE 3ft, Pc-1990 lb, PE 1950 lb, WAB= 800 lb/ft, b₁ = 6 in., b₂= 2 in., b3-3 in.,d₁-2 in. d₂-6 in.d3 = 2 in. Consider the entire 14-ft length of the beam and determine: (a) the maximum tension bending stress of at any location along the beam, and (b) the maximum compression bending stress o at any location along the beam. A WAB LAB B จ b₁ Pc LBC C OD LCD -b₂ 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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