( Hand written and clean writing ) 0.5 mm-350 mmBronzeA = 1500 mm²E = 105 GPaα = 21.6 x 10-6°C450 mmAluminumA = 1800 mm²E = 73 GPa@ = 23.2 × 10-6°CPROBLEM 2.59Determine (a) the compressive force in the bars shown after atemperature rise of 82°C, (b) the corresponding change in length ofthe bronze bar.

Answered: Image /qna-images/answer/75c72378-dd90-48d2-87a3-3932ee8e9483.jpg

0.5 mm 350 mm - Bronze A = 1500 mm² E = 105 GPa x = 21.6 x 10-6C 450 mm Aluminum A = 1800 mm² E = 73 GPa α = 23.2 x 10-6°C PROBLEM 2.59 Determine (a) the compressive force in the bar temperature rise of 82°C, (b) the corresponding ch the bronze bar.

0.5 mm 350 mm - Bronze A = 1500 mm² E = 105 GPa x = 21.6 x 10-6C 450 mm Aluminum A = 1800 mm² E = 73 GPa α = 23.2 x 10-6°C PROBLEM 2.59 Determine (a) the compressive force in the bar temperature rise of 82°C, (b) the corresponding ch the bronze bar.

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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Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

( Hand written and clean writing )

0.5 mm
-350 mm
Bronze
A = 1500 mm²
E = 105 GPa
α = 21.6 x 10-6°C
450 mm
Aluminum
A = 1800 mm²
E = 73 GPa
@ = 23.2 × 10-6°C
PROBLEM 2.59
Determine (a) the compressive force in the bars shown after a
temperature rise of 82°C, (b) the corresponding change in length of
the bronze bar.

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