Figure (b) shows a rigid bar that is supported by a pin at A and two rods, one made of steel and the other of bronze. Neglecting the weight of the bar, compute the stress in each rod caused by the 50- KN load, using the following data: Steel Bronze Area (mm²) 600 300 E (GPa) 200 83 Bronze 2m Steel 1.0 m Ll0,6 m-–1.0 m→t-0.8 m→ 50 kN
Figure (b) shows a rigid bar that is supported by a pin at A and two rods, one made of steel and the other of bronze. Neglecting the weight of the bar, compute the stress in each rod caused by the 50- KN load, using the following data: Steel Bronze Area (mm²) 600 300 E (GPa) 200 83 Bronze 2m Steel 1.0 m Ll0,6 m-–1.0 m→t-0.8 m→ 50 kN
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 topic is all about axial deformation. Use pen and paper to solve. Show the conversion in the solution. Thank you.
The formula of axial deformation: δ =PL/ AE. Use ratio and proportion.
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