The assembly consists of two red brass C83400 copper rods AB and CD of diameter 30 mm, a stainless 304 steel alloy rad EP of diameter 40 mm, and a rigid cap G. The supports at A, C and Fare rigid. Modul of elasticy for the copper is Ecopper - 101 GPa Modul of elasticity for the steel is Esteet 193 GPa. (Figure 1) Figure 30 mm 30 mm 450 mm 40 KN 40 KN 40 mm 1 of 1 Part A Determine the average normal stress developed in the rod AB. Express your answer to three significant figures and include the appropriate unite. All Value Submit Part B &CD= Determine the average normal stress developed in the rod CD. Express your answer to three significant figures and include the appropriate unite. Submit Part C Request Answer Submit Value Provide Feedback Request Answer - Value Units Determine the average normal stress developed in the rod EF. Express your answer to three significant figures and include the appropriate unite. Request Answer Units ? Units ?

The assembly consists of two red brass C83400 copper rods AB and CD of diameter 30 mm, a stainless 304 steel alloy rad EP of diameter 40 mm, and a rigid cap G. The supports at A, C and Fare rigid. Modul of elasticy for the copper is Ecopper - 101 GPa Modul of elasticity for the steel is Esteet 193 GPa. (Figure 1) Figure 30 mm 30 mm 450 mm 40 KN 40 KN 40 mm 1 of 1 Part A Determine the average normal stress developed in the rod AB. Express your answer to three significant figures and include the appropriate unite. All Value Submit Part B &CD= Determine the average normal stress developed in the rod CD. Express your answer to three significant figures and include the appropriate unite. Submit Part C Request Answer Submit Value Provide Feedback Request Answer - Value Units Determine the average normal stress developed in the rod EF. Express your answer to three significant figures and include the appropriate unite. Request Answer Units ? Units ?

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.11.2P: A prismatic bar of length L = 1.8 m and cross-sectional area A = 480 mm" is loaded by forces P{= 30...

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