Problem 3.2 (CE BOARD NOVEMBER 2003, CE BOARD NOVEMBER 2004) The lower ends of the three bars shown are at the same level before the 18 Mg block is attached. Each steel bar has an area of 600 mm 2 and E = 200 GPa. For the bronze rod, the area is 900 mm"2 and E broaze = 83 GPa. Fteel steel Sm a) Find the stress in the bronze rod. b) Calculate the axial stress in the steel rod c) Detemine the elongation of each rod.

Problem 3.2 (CE BOARD NOVEMBER 2003, CE BOARD NOVEMBER 2004) The lower ends of the three bars shown are at the same level before the 18 Mg block is attached. Each steel bar has an area of 600 mm 2 and E = 200 GPa. For the bronze rod, the area is 900 mm"2 and E broaze = 83 GPa. Fteel steel Sm a) Find the stress in the bronze rod. b) Calculate the axial stress in the steel rod c) Detemine the elongation of each rod.

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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