PLEASE ANSWER ASAP! RATE WILL BE GIVEN! NO LONG EXPLANATION NEEDED! SHOW THE COMPLETE SOLUTIONS The three suspender bars AD, BE, and CF are made of the same material (E = 70GPa) and have equal cross-sectional areas of 450 mm². The rigid beam is subjected to the loads P₁ (KN)and P₂ (KN) as shown. Analyze the system of axial bars if the allowable stress requirement and axialdeformation limitations are satisfied. Each bar must not exceed the allowable stress of 90 MPa and axialdeformation of 4.0 mm.2 mBHA80 kN52 kNEАD|1m|1m|1m|-1 m-|F

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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 P₂ (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.

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 P₂ (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.

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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Question

PLEASE ANSWER ASAP! RATE WILL BE GIVEN! NO LONG EXPLANATION NEEDED! SHOW THE COMPLETE SOLUTIONS

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 P₁ (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.
2 m
B
HA
80 kN
52 kN
E
А
D
|1m|1m|1m|-1 m-|
F

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