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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