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 = 4 ft, LCD= 3 ft, LDE = 3 ft, Pc = 2100 lb, PE = 1820 lb, WAB= 860 lb/ft, b₁ = 10 in., b₂ = 2 in., b3 = 5 in., d₁ = 2 in., d₂=9 in., d3 = 2 in. Consider the entire 15-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 Pc LBC b₁ b3 C LCD -b₂ D ↓ d₁ LDE d₂ dz E

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 = 4 ft, LCD= 3 ft, LDE = 3 ft, Pc = 2100 lb, PE = 1820 lb, WAB= 860 lb/ft, b₁ = 10 in., b₂ = 2 in., b3 = 5 in., d₁ = 2 in., d₂=9 in., d3 = 2 in. Consider the entire 15-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 Pc LBC b₁ b3 C LCD -b₂ D ↓ d₁ LDE d₂ dz E

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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