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Assume F₁ = 40 kN, F₂ = 50 kN, F3 = 15 kN, F4 = 50 kN, and M = 130 kN.m. 6 m H F 8 m B C M D x F₂

Assume F₁ = 40 kN, F₂ = 50 kN, F3 = 15 kN, F4 = 50 kN, and M = 130 kN.m. 6 m H F 8 m B C M D x F₂

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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Answers: Equation of line: y = x-axis: x = y-axis: y = 3 3 X+ i m
Transcribed Image Text:Answers: Equation of line: y = x-axis: x = y-axis: y = 3 3 X+ i m
For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 40 kN, F₂ = 50 kN, F3 = 15 kN, F4 = 50 kN, and M = 130 kN.m. A 6 m H G F F₁ 8 m F₂ 29 B M D x F₁ F₂ 3
Transcribed Image Text:For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 40 kN, F₂ = 50 kN, F3 = 15 kN, F4 = 50 kN, and M = 130 kN.m. A 6 m H G F F₁ 8 m F₂ 29 B M D x F₁ F₂ 3
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