Auniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P-7 IN, Detemine the axial deformation of uniforn bar 1 in meni, Indicate negative sign if conpression. 5P O E-200 6Pa 3P Bomm po mm Vemm 30 mn 30 mm 80 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Auniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as
shown. If P- 7 KN, Determine the axial deformation of uniforn bar 1 (in mmi. Indicate
negative sign if compression.
5P O
3P
E-200 GPa
gomm o mm Z so mm
30 mm
30 mn
30 mm
80 mm
Transcribed Image Text:Auniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P- 7 KN, Determine the axial deformation of uniforn bar 1 (in mmi. Indicate negative sign if compression. 5P O 3P E-200 GPa gomm o mm Z so mm 30 mm 30 mn 30 mm 80 mm
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