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 axial deformation of uniform bar 1 (in mm). Indicate negative sign if compression. 3P E-10 GA + E-200 GP 80 mm 90 mm 30 mvm 80 mm 30 mn 30 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Use 3 decimal places and avoid truncation in the middle of your solution.
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Question 1
5 pts
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 axial deformation of uniform bar 1 (in mm). Indicate negative sign if compression.
5P
E-10 EPa +
3P
E-200 GP
80mn 30 mm 2o mm
30 mm
80 m
30 mn
Next
HUAWEI
F2
F3
F4
F5
F6
F7
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F9
%23
96
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9.
* 00
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Transcribed Image Text:needed. Use 3 decimal places and avoid truncation in the middle of your solution. Do not put the units inside the box, only the numerical answer. Manage your time wisely. Question 1 5 pts 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 axial deformation of uniform bar 1 (in mm). Indicate negative sign if compression. 5P E-10 EPa + 3P E-200 GP 80mn 30 mm 2o mm 30 mm 80 m 30 mn Next HUAWEI F2 F3 F4 F5 F6 F7 FB F9 %23 96 & 6. 8. 9. * 00 %24 4.
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