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The steel rod is stress-free before the axial loads P1 = 0.50R kN and P2 = 1.50Z kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E = 200GPA. A = 2000 mm² A = 900 mm² A = 1200 mm² P P2 B D - 500 mm t+250 mm- - 350 mm

The steel rod is stress-free before the axial loads P1 = 0.50R kN and P2 = 1.50Z kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E = 200GPA. A = 2000 mm² A = 900 mm² A = 1200 mm² P P2 B D - 500 mm t+250 mm- - 350 mm

Structural Analysis
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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Student A. В D E F H I Number 201780130 2 7 1 3 Evaluate the following variables and use them as given in the following problems. 2.5*(F + 1) 0.25*(I+ 1) V X H+4 Y I+10 10*E +I R 75*(G + 2) 100*F + 10*G +H I| |||| || I||||| I| ||||
Transcribed Image Text:Student A. В D E F H I Number 201780130 2 7 1 3 Evaluate the following variables and use them as given in the following problems. 2.5*(F + 1) 0.25*(I+ 1) V X H+4 Y I+10 10*E +I R 75*(G + 2) 100*F + 10*G +H I| |||| || I||||| I| ||||
D 12.5 in. C Z lb В A E “Y/64" in 16 in. 4 in. The steel rod is stress-free before the axial loads Pi= 0.50R kN and P2 = 1.50Z kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E = 200GPA. A = 2000 mm2 A = 900 mm2 A = 1200 mm2 P P D 500 mm +250 mm -350 mm The rigid, horizontal V ton slab is attached to two identical copper rods. There is a gap A = "R/1000" mm between the middle bar, which is made of aluminium and the slab. Calculate the stress in each rod Use the following data: MATERIAL Area (sq. mm) Modulus of Elasticity (GPa) COPPER 2.5S 120 ALUMINUM 3.5S 70 Copper Aluminum Соpper
Transcribed Image Text:D 12.5 in. C Z lb В A E “Y/64" in 16 in. 4 in. The steel rod is stress-free before the axial loads Pi= 0.50R kN and P2 = 1.50Z kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E = 200GPA. A = 2000 mm2 A = 900 mm2 A = 1200 mm2 P P D 500 mm +250 mm -350 mm The rigid, horizontal V ton slab is attached to two identical copper rods. There is a gap A = "R/1000" mm between the middle bar, which is made of aluminium and the slab. Calculate the stress in each rod Use the following data: MATERIAL Area (sq. mm) Modulus of Elasticity (GPa) COPPER 2.5S 120 ALUMINUM 3.5S 70 Copper Aluminum Соpper
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