2- A 2mCOPPER BAR SUBJECTEO TO A TENSILEIS SUSPENDED FROM ALOAD IBO KNSUPPORTED BY TWO IDENTICALPIN THAT SpOSIS AS SHONOF THE LOWERAFPLIED TENSILEPOSTS SUPPORT THESTEELDETERMINE THE TOTAL DEFORMATIONEND OF THELOAD HINT: NOTE THAT THE STEELPIN WHERE THE COFPER BAR IS ATTACHED.COPPER BARDUE TOSTEELPOSTL=0.5mA= 4500mmE- 200GPACOPFER BARL- amA= 4800 MnE- l20 GPa180KN

Answered: Image /qna-images/answer/3107512e-fa57-4c3b-8147-5cda2867aa10.jpg

2. A 2m LOAD 1B0 KN TO A TENSILE COPPER BAR SUBJECTED IS SUSPENDED FROM A SUPPORTED BY TWO IDENTICAL STEEL DETERMINE THE TOTAL DEFORMATION PIN THAT IS POSIS AS SHOWN OF THE LOWER APPLIED TENSILE LOAD HINT: NOTE THAT THE STEEL POSTS SUPPORT THE PIN WHERE THE COFPER BAR IS ATTACHED. END OF THE COPPER BAR DUE TO STEEL POST L=0.5m A= 4500mm E- 200GPA COPFER BAR L- am 180KN A= 4900 Mm E 120 GPa

2. A 2m LOAD 1B0 KN TO A TENSILE COPPER BAR SUBJECTED IS SUSPENDED FROM A SUPPORTED BY TWO IDENTICAL STEEL DETERMINE THE TOTAL DEFORMATION PIN THAT IS POSIS AS SHOWN OF THE LOWER APPLIED TENSILE LOAD HINT: NOTE THAT THE STEEL POSTS SUPPORT THE PIN WHERE THE COFPER BAR IS ATTACHED. END OF THE COPPER BAR DUE TO STEEL POST L=0.5m A= 4500mm E- 200GPA COPFER BAR L- am 180KN A= 4900 Mm E 120 GPa

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.2.4P

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