a) Determine the magnitude of an equivalent single resultant force (in kN) that replaces the loading on the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N·m clockwise. b) Determine the direction (in degrees, measured counterclockwise from the positive x-axis) of an equivalent single resultant force that replaces the loading on the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N·m clockwise. c) Determine the point of application (in metres) of an equivalent single resultant force (measured from point B) that replaces the loading on the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N-m clockwise.

a) Determine the magnitude of an equivalent single resultant force (in kN) that replaces the loading on the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N·m clockwise. b) Determine the direction (in degrees, measured counterclockwise from the positive x-axis) of an equivalent single resultant force that replaces the loading on the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N·m clockwise. c) Determine the point of application (in metres) of an equivalent single resultant force (measured from point B) that replaces the loading on the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N-m clockwise.

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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