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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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MN= 85 kN. provide fbd
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