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454 For Problems 20.17 through 20.20, use the matrix approach to solve fo the member end forces. In each case the displacements at each DOF are given. Perform calculations in units of k and in. 1000 lei T 1250 in and

454 For Problems 20.17 through 20.20, use the matrix approach to solve fo the member end forces. In each case the displacements at each DOF are given. Perform calculations in units of k and in. 1000 lei T 1250 in and

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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454 DIRECT STIFFNESS METHOD FOR For Problems 20.17 through 20.20, use the matrix approach to solve for the member end forces. In each case the displacements at each DOF are given. Perform calculations in units of k and in. P20.17 E = 1900 ksi, I = 1250 in, and a 0.0 in. b 0.001 rad {u} (¹) = C 1.1 in. d -0.0015 rad (Ans: V₁ = -6.86 k, MB = 541.2 k-in.) a 1 - 14 ft - Problem 20.17
Transcribed Image Text:454 DIRECT STIFFNESS METHOD FOR For Problems 20.17 through 20.20, use the matrix approach to solve for the member end forces. In each case the displacements at each DOF are given. Perform calculations in units of k and in. P20.17 E = 1900 ksi, I = 1250 in, and a 0.0 in. b 0.001 rad {u} (¹) = C 1.1 in. d -0.0015 rad (Ans: V₁ = -6.86 k, MB = 541.2 k-in.) a 1 - 14 ft - Problem 20.17
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