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A floor truss is loaded as shown. Determine the force in members FI, HI, and HJ. 2 kN 4 KN 4 kN 3 kN 2 KN 2 KN 1 KN 0.8 m 0.8 m 0.8 m 0.8 m 0.8 m 0.8 m Во A АО D E G H J L ↓ 0.4 m K↑

A floor truss is loaded as shown. Determine the force in members FI, HI, and HJ. 2 kN 4 KN 4 kN 3 kN 2 KN 2 KN 1 KN 0.8 m 0.8 m 0.8 m 0.8 m 0.8 m 0.8 m Во A АО D E G H J L ↓ 0.4 m K↑

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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The diagram illustrates a floor truss loaded with various forces at specific intervals. The problem statement is: "A floor truss is loaded as shown. Determine the force in members FI, HI, and HJ." **Details of the Diagram:** - **Structure:** The truss is supported at points A and K. - **Load Distribution:** - 2 kN is applied at point D. - 4 kN at points E and J. - 3 kN at point G. - 2 kN at point H. - 1 kN at point L. - **Distance Between Load Points:** - The horizontal distance between each force application point (D, E, G, H, J, L) is 0.8 meters. - **Vertical Distance:** - The vertical height at point L to the base K is 0.4 meters. The objective is to calculate the forces in the truss members FI, HI, and HJ using methods such as static equilibrium equations, considering the given load distribution and geometry.
Transcribed Image Text:The diagram illustrates a floor truss loaded with various forces at specific intervals. The problem statement is: "A floor truss is loaded as shown. Determine the force in members FI, HI, and HJ." **Details of the Diagram:** - **Structure:** The truss is supported at points A and K. - **Load Distribution:** - 2 kN is applied at point D. - 4 kN at points E and J. - 3 kN at point G. - 2 kN at point H. - 1 kN at point L. - **Distance Between Load Points:** - The horizontal distance between each force application point (D, E, G, H, J, L) is 0.8 meters. - **Vertical Distance:** - The vertical height at point L to the base K is 0.4 meters. The objective is to calculate the forces in the truss members FI, HI, and HJ using methods such as static equilibrium equations, considering the given load distribution and geometry.
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