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a) Determine the magnitude of an equivalent single resultant force (in Newton) that replaces the distributed loading and the concentrated load on the beam. Consider w₁ = 100 N/m, W₂ = 300 N/m, L = 2.0 m, F₁ = 600 N, a = 2.0 m and b = 2.0 m. b) Determine the point of application (in metres) of an equivalent single resultant force (measured from point A) that replaces the distributed loading and the concentrated load on the beam. Consider w₁ = 100 N/m, w₂ = 300 N/m, L = 2.0 m, F₁ = 600 N, a = 2.0 m and b = 2.0 WI W2 F1

a) Determine the magnitude of an equivalent single resultant force (in Newton) that replaces the distributed loading and the concentrated load on the beam. Consider w₁ = 100 N/m, W₂ = 300 N/m, L = 2.0 m, F₁ = 600 N, a = 2.0 m and b = 2.0 m. b) Determine the point of application (in metres) of an equivalent single resultant force (measured from point A) that replaces the distributed loading and the concentrated load on the beam. Consider w₁ = 100 N/m, w₂ = 300 N/m, L = 2.0 m, F₁ = 600 N, a = 2.0 m and b = 2.0 WI W2 F1

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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a) Determine the magnitude of an equivalent single resultant force (in Newton) that replaces = 100 N/m, W₂ = the distributed loading and the concentrated load on the beam. Consider w₁ 300 N/m, L = 2.0 m, F₁ = 600 N, a = 2.0 m and b = 2.0 m. b) Determine the point of application (in metres) of an equivalent single resultant force (measured from point A) that replaces the distributed loading and the concentrated load on the beam. Consider w₁ = 100 N/m, w₂ = 300 N/m, L = 2.0 m, F₁ = 600 N, a = 2.0 m and b = 2.0 WI A W2 F1 B
Transcribed Image Text:a) Determine the magnitude of an equivalent single resultant force (in Newton) that replaces = 100 N/m, W₂ = the distributed loading and the concentrated load on the beam. Consider w₁ 300 N/m, L = 2.0 m, F₁ = 600 N, a = 2.0 m and b = 2.0 m. b) Determine the point of application (in metres) of an equivalent single resultant force (measured from point A) that replaces the distributed loading and the concentrated load on the beam. Consider w₁ = 100 N/m, w₂ = 300 N/m, L = 2.0 m, F₁ = 600 N, a = 2.0 m and b = 2.0 WI A W2 F1 B
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