A uniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P-7 kN, Determine the total axial deformation (in mm). Indicate negative sign if compression. 5P 3P E-160 GAa 6-200 GP ZZo mm mm 30 mm somm 30 mm 80 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A uniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P-7 kN, Determine the total axial deformation (in mm). Indicate negative
sign if compression.
5P
E-160 GPa +
39
E-200 GP
30 mm 30 mm
30 mm
80 mm
30 mm
Transcribed Image Text:A uniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P-7 kN, Determine the total axial deformation (in mm). Indicate negative sign if compression. 5P E-160 GPa + 39 E-200 GP 30 mm 30 mm 30 mm 80 mm 30 mm
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