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A distributed load that varies from 20 kN/m to 50 kN/m is applied as shown in the figure. Concentrated loads are also applied at point E and 10 kN force is applied to the cable attached to pulley D. Determine: a. The equivalent force-couple at point A, and b. Replace the force system by a single force and determine where the line of action of this force crosses the x and y axis. 0.15 m 0.15 m 7.5 kN 50 kN/m 45° 30 4.5 kN radius=0.05 m 10 kN Bi 20 kN/m 0.35 m 0.35 m to

A distributed load that varies from 20 kN/m to 50 kN/m is applied as shown in the figure. Concentrated loads are also applied at point E and 10 kN force is applied to the cable attached to pulley D. Determine: a. The equivalent force-couple at point A, and b. Replace the force system by a single force and determine where the line of action of this force crosses the x and y axis. 0.15 m 0.15 m 7.5 kN 50 kN/m 45° 30 4.5 kN radius=0.05 m 10 kN Bi 20 kN/m 0.35 m 0.35 m to

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 distributed load that varies from 20 kN/m to 50 kN/m is applied as shown in the figure. Concentrated loads are also applied at point E and 10 kN force is applied to the cable attached to pulley D. Determine: a. The equivalent force-couple at point A, and b. Replace the force system by a single force and determine where the line of action of this force crosses the x and y axis. 0.15 m 0.15 m 7.5 kN s0 KN/m 45° 30 4.5 kN radius=0.05 m 10 kN Bi 20 kN/m 0.35 m 0.35 m to
Transcribed Image Text:A distributed load that varies from 20 kN/m to 50 kN/m is applied as shown in the figure. Concentrated loads are also applied at point E and 10 kN force is applied to the cable attached to pulley D. Determine: a. The equivalent force-couple at point A, and b. Replace the force system by a single force and determine where the line of action of this force crosses the x and y axis. 0.15 m 0.15 m 7.5 kN s0 KN/m 45° 30 4.5 kN radius=0.05 m 10 kN Bi 20 kN/m 0.35 m 0.35 m to
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