The cutaway view shows a solid aluminum alloy [L2 = 570 mm; A2 = 674 mm?; Ez = 70 GPa] rod (2) within a closed-end bronze [L1 = 584 mm; A = 1131 mm2; E, = 100 GPa] tube (1). Before the load Pis applied, there is a clearance of 2 mm between the rod flange at B and the tube closure at A. After load P = 170 kN is applied, rod (2) stretches enough so that flange B contacts the closed end of the tube at A. Calculate the internal force in bronze tube (1). Support |C |(1) L2 (2) Flange B A clearance Answer: F1 = i kN Save for Later Attempts: 0 of 1 used Submit Answer

The cutaway view shows a solid aluminum alloy [L2 = 570 mm; A2 = 674 mm?; Ez = 70 GPa] rod (2) within a closed-end bronze [L1 = 584 mm; A = 1131 mm2; E, = 100 GPa] tube (1). Before the load Pis applied, there is a clearance of 2 mm between the rod flange at B and the tube closure at A. After load P = 170 kN is applied, rod (2) stretches enough so that flange B contacts the closed end of the tube at A. Calculate the internal force in bronze tube (1). Support |C |(1) L2 (2) Flange B A clearance Answer: F1 = i kN Save for Later Attempts: 0 of 1 used Submit Answer

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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