The assembly consists of two red brass C83400 copper rods AB and CD of diameter 30 mm, a stainless 304 steel alloyrod EF of diameter 40 mm, and a rigid cap G. The supports at A, C and F are rigid.Modul of elasticy for the copper is Ecopper = 101 GPa. Modul of elasticity for the steel is Esteel = 193 GPa.(Figure 1)Figure▼Part AσAB =SubmitPart BValueSubmitμÀRequest AnswerPart CLOOCD = ValueDetermine the average normal stress developed in the rod AB.Express your answer to hree significant figures and include the appropriate units.μARequest AnswerEF =UnitsUnitsAμÃ-300 mm-ValueC30 mmDetermine the average normal stress developed in the rod CD.Express your answer to three significant figures and include the appropriate units.Submit Request Answer30 mm?BDG?E450 mm40 kN40 kN40 mmDetermine the average normal stress developed in the rod EF.Express your answer to three significant figures and include the appropriate units.UnitsF?< 1 of 1

Answered: Image /qna-images/answer/e5ccb6bd-94a5-4872-a07d-ed46680b504e.jpg

The assembly consists of two red brass C83400 copper rods AB and CD of diameter 30 mm, a stainless 304 steel alloy rod EF of diameter 40 mm, and a rigid cap G. The supports at A, C and F are rigid. Modul of elasticy for the copper is Ecopper = 101 GPa. Modul of elasticity for the steel is Esteel = 193 GPa. (Figure 1) Figure ▼ Part A A -300 mm- C 30 mm 30 mm B D G E 450 mm 40 kN 40 kN 40 mm F < 1 of 1

The assembly consists of two red brass C83400 copper rods AB and CD of diameter 30 mm, a stainless 304 steel alloy rod EF of diameter 40 mm, and a rigid cap G. The supports at A, C and F are rigid. Modul of elasticy for the copper is Ecopper = 101 GPa. Modul of elasticity for the steel is Esteel = 193 GPa. (Figure 1) Figure ▼ Part A A -300 mm- C 30 mm 30 mm B D G E 450 mm 40 kN 40 kN 40 mm F < 1 of 1

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter1: Introduction

Section: Chapter Questions

Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...

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The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular cross section of 0.2011in.2 in area and a gage length (the length over which the elongation is measured) of 2.000 inches. The specimen was not loaded to failure. a. Generate a table of stress and strain values. b. Plot these values and draw a best-fit line to obtain a stress-strain curve. c. Determine the modulus of elasticity from the slope of the linear portion of the curve. d. Estimate the value of the proportional limit. e. Use the 0.2 offset method to determine the yield stress.
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