and P₂ (KN) as shown. Analyze the system of axial bars if the allowable stress requirement and axial deformation limitations are satisfied. Each bar must not exceed the allowable stress of 90 MPa and axial deformation of 4.0 mm.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.10.6P: Cable DB supports canopy beam OABC as shown in the figure. Find the required cross-sectional area of...
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use P1 as 57
. The three suspender bars AD, BE, and CF are made of the same material (E = 70
GPa) and have equal cross-sectional areas of 450 mm². The rigid beam is subjected to the loads P, (KN)
and P₂ (KN) as shown. Analyze the system of axial bars if the allowable stress requirement and axial
deformation limitations are satisfied. Each bar must not exceed the allowable stress of 90 MPa and axial
deformation of 4.0 mm.
P₁ = 5X (kN) where X is the last digit of your ID#. Ex. If ID# = 1234567, then P₁ = 57 kN.
P₂ = 80 kN
2 m
B
E
P₂
|--im-|--1m--|--im-1m
Transcribed Image Text:use P1 as 57 . The three suspender bars AD, BE, and CF are made of the same material (E = 70 GPa) and have equal cross-sectional areas of 450 mm². The rigid beam is subjected to the loads P, (KN) and P₂ (KN) as shown. Analyze the system of axial bars if the allowable stress requirement and axial deformation limitations are satisfied. Each bar must not exceed the allowable stress of 90 MPa and axial deformation of 4.0 mm. P₁ = 5X (kN) where X is the last digit of your ID#. Ex. If ID# = 1234567, then P₁ = 57 kN. P₂ = 80 kN 2 m B E P₂ |--im-|--1m--|--im-1m
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