A unitorm bar 1 is connected to a tapered rod 2. Both are subjected to adal loads as shown. IfP- 7 KN, Determine the total aodal deformation (in mm). Indicate negative sign f comoresslon. 39 E-200 GPm gomm o mm emm 8o 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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A uniform bar 1 is connected to a tapered rod 2. Both are subjected to aodal loads as shown. If P-7 IN,
Determine the total aodal deformation (in mm). Indicate negative sign f comoression.
@ 5P O
3P
E-200 6P
30 mm emm
80 mm
30 mn
30 mm
Transcribed Image Text:A uniform bar 1 is connected to a tapered rod 2. Both are subjected to aodal loads as shown. If P-7 IN, Determine the total aodal deformation (in mm). Indicate negative sign f comoression. @ 5P O 3P E-200 6P 30 mm emm 80 mm 30 mn 30 mm
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