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Figure below shows a uniformly tapering bar of rectangular cross-section of length L and thickness t. The width of the bar at one end is b₁ and the width at the other end is b2, where (b₂ > b₁). The bar is subjected to an axial force P. The axial deformation due to load P is given by mm. b₂ b₁ = 20 mm b₂-40 mm PLE() atE -In then the value of (a + c) is

Figure below shows a uniformly tapering bar of rectangular cross-section of length L and thickness t. The width of the bar at one end is b₁ and the width at the other end is b2, where (b₂ > b₁). The bar is subjected to an axial force P. The axial deformation due to load P is given by mm. b₂ b₁ = 20 mm b₂-40 mm PLE() atE -In then the value of (a + c) is

Structural Analysis
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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Figure below shows a uniformly tapering bar of rectangular cross-section of length L and thickness t. The width of the bar at one end is b₁ and the width at the other end is b2, where (b₂> b₁). The bar is subjected to an axial force P. The axial deformation due to load P is given by _mm. b₂ PL atE b₁ = 20 mm b₂-40 mm -In () then the value of (a + c) is
Transcribed Image Text:Figure below shows a uniformly tapering bar of rectangular cross-section of length L and thickness t. The width of the bar at one end is b₁ and the width at the other end is b2, where (b₂> b₁). The bar is subjected to an axial force P. The axial deformation due to load P is given by _mm. b₂ PL atE b₁ = 20 mm b₂-40 mm -In () then the value of (a + c) is
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