A flanged wooden shape is used to support the loads shown on the bear. The dimensions of the shape are shown in the second figure. Assume LAB= 8 ft. Lec-3 ft. Lcp=3ft,LDE=3ft, PC- 1840 lb, Pe=2210 lb, WAB= 780 lb/ft, b₁ = 10 in., b₂= 2 in., b3 = 7 in., d₁= 2 in. d₂ 10 in d3= 2 in. Consider the entire 17-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the bearn, and (b) the maximum compression bending stress o at any location along the beam. РЕ WAB LAB N B Pc f LBC b₁ C LCD -b₂ D d₁ LDE d₂ X

A flanged wooden shape is used to support the loads shown on the bear. The dimensions of the shape are shown in the second figure. Assume LAB= 8 ft. Lec-3 ft. Lcp=3ft,LDE=3ft, PC- 1840 lb, Pe=2210 lb, WAB= 780 lb/ft, b₁ = 10 in., b₂= 2 in., b3 = 7 in., d₁= 2 in. d₂ 10 in d3= 2 in. Consider the entire 17-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the bearn, and (b) the maximum compression bending stress o at any location along the beam. РЕ WAB LAB N B Pc f LBC b₁ C LCD -b₂ D d₁ LDE d₂ 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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