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Question 2 Two brass rods, both 300 mm long are each subjected to axial load which produced a maximum stress of 180 MPa. One rod has a constant diameter of 25 mm for the whole of its length, while the other is 30 mm diameter for 100 mm of its length and 50 mm diameter for the remaining 200 mm. For brass, E = 100 GPa. | Calculate, (1) 200 mm ★ (2) 100 mm +|+ 2.1 The maximum axial load. 2.2 The strain energy absorbed by the bar. 2.3 The actual load applied. (3) 300 mm

Question 2 Two brass rods, both 300 mm long are each subjected to axial load which produced a maximum stress of 180 MPa. One rod has a constant diameter of 25 mm for the whole of its length, while the other is 30 mm diameter for 100 mm of its length and 50 mm diameter for the remaining 200 mm. For brass, E = 100 GPa. | Calculate, (1) 200 mm ★ (2) 100 mm +|+ 2.1 The maximum axial load. 2.2 The strain energy absorbed by the bar. 2.3 The actual load applied. (3) 300 mm

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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Question 2 Two brass rods, both 300 mm long are each subjected to axial load which produced a maximum stress of 180 MPa. One rod has a constant diameter of 25 mm for the whole of its length, while the other is 30 mm diameter for 100 mm of its length and 50 mm diameter for the remaining 200 mm. For brass, E = 100 GPa. Calculate, (1) 200 mm (2) 100 mm ►|← 2.1 The maximum axial load. 2.2 The strain energy absorbed by the bar. 2.3 The actual load applied. (3) 300 mm
Transcribed Image Text:Question 2 Two brass rods, both 300 mm long are each subjected to axial load which produced a maximum stress of 180 MPa. One rod has a constant diameter of 25 mm for the whole of its length, while the other is 30 mm diameter for 100 mm of its length and 50 mm diameter for the remaining 200 mm. For brass, E = 100 GPa. Calculate, (1) 200 mm (2) 100 mm ►|← 2.1 The maximum axial load. 2.2 The strain energy absorbed by the bar. 2.3 The actual load applied. (3) 300 mm
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