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A steel bar with diameter d1 = 10 mm has upset ends with diameter d2 = 15 mm. The lengths of the bar segments are L1=0.3 m and L2=0.15 m. The radius at the transition R = 1.25 mm and the modulus of elasticity is 90 GPa, the bar product of the load p elongates 0.12 mm normal stress and maximum stress

A steel bar with diameter d1 = 10 mm has upset ends with diameter d2 = 15 mm. The lengths of the bar segments are L1=0.3 m and L2=0.15 m. The radius at the transition R = 1.25 mm and the modulus of elasticity is 90 GPa, the bar product of the load p elongates 0.12 mm normal stress and maximum stress

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A steel bar with diameter d1 = 10 mm has upset ends with diameter d2 = 15 mm. The lengths of the bar segments are L1=0.3 m and L2=0.15 m. The radius at the transition R = 1.25 mm and the modulus of elasticity is 90 GPa, the bar product of the load p elongates 0.12 mm normal stress and maximum stress
R d1 d2 d2 | L2 L1 | L2
Transcribed Image Text:R d1 d2 d2 | L2 L1 | L2
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