Answers:(a) OT =(b) Oc=1168.66i 1001.71psi.psi. A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the secondfigure. Assume LAB - 7 ft. LBc 3 ft, LCD= 3 ft, LDE = 4 ft, Pc= 1830 lb, PE- 1730 lb, WAB=940 lb/ft, b = 7 in., b₂= 2 in., b3= 5 in., d₁= 2in., d₂ = 9 in., d3= 2 in. Consider the entire 17-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 og at any location along the beam.Answers:(a) OT(b) oo==iiWABLABBPcLBCb₁b3CDLCD LDE-b₂d₁psi.psi.d₂d3PE

Overhang beam specifications having unsymmetrical I section are given. We need to calculate maximum…

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 = 7 ft. LBc= 3 ft, LcD= 3 ft, LDE = 4 ft, PC- 1830 lb, PE- 1730 lb, WAB= 940 lb/ft, b = 7 in., b₂= 2 in., b3- 5 in., d=2 in., d2= 9 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 beam, and (b) the maximum compression bending stress oc at any location along the beam. PE Answers: (a) or = (b) %. = WAB LAB B Pc ↓ LBC b₁ b3 C LCD -b₂ psi. D d₁ psi. dy LDE d₂ 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 = 7 ft. LBc= 3 ft, LcD= 3 ft, LDE = 4 ft, PC- 1830 lb, PE- 1730 lb, WAB= 940 lb/ft, b = 7 in., b₂= 2 in., b3- 5 in., d=2 in., d2= 9 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 beam, and (b) the maximum compression bending stress oc at any location along the beam. PE Answers: (a) or = (b) %. = WAB LAB B Pc ↓ LBC b₁ b3 C LCD -b₂ psi. D d₁ psi. dy LDE d₂ 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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