Compute for the total elongation caused by an axial load of MN kN applied to a bar 20 mm thick tapering from a width of 120 mm to 40 mm in a length of 10 meters as shown. Assume E = 200 GPa 20mm. 60mm P -- 20mm 10 m

Structural Analysis
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Chapter2: Loads On Structures
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MN= 85 kN. provide fbd

Compute for the total elongation caused by an axial load
of MN kN applied to a bar 20 mm thick tapering from a
width of 120 mm to 40 mm in a length of 10 meters as
shown. Assume E = 200 GPa
20mm.
60mm
P --
20mm
10 m
Transcribed Image Text:Compute for the total elongation caused by an axial load of MN kN applied to a bar 20 mm thick tapering from a width of 120 mm to 40 mm in a length of 10 meters as shown. Assume E = 200 GPa 20mm. 60mm P -- 20mm 10 m
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