Reply as soon as posible, please. Every time it is required to carry out an analysis of internal forces in a frame, it is necessary to make a free body diagram (FBD) of the horizontal section (beam) placing all the loads on said section. The figure shows a frame with different loads, you must make the diagram free body (FBD) of the EDCBA horizontal section (beam) by placing all the loads on said section. You must draw the EDCBA beam similar to that shown in the figure below and complete it with all the loads. It is NOT necessary to make shear or bending diagrams, only the FBD of the EDCBA beam. Forces not indicated are 5 KM. The distance is in meters.
Reply as soon as posible, please. Every time it is required to carry out an analysis of internal forces in a frame, it is necessary to make a free body diagram (FBD) of the horizontal section (beam) placing all the loads on said section. The figure shows a frame with different loads, you must make the diagram free body (FBD) of the EDCBA horizontal section (beam) by placing all the loads on said section. You must draw the EDCBA beam similar to that shown in the figure below and complete it with all the loads. It is NOT necessary to make shear or bending diagrams, only the FBD of the EDCBA beam. Forces not indicated are 5 KM. The distance is in meters.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Reply as soon as posible, please.
Every time it is required to carry out an analysis of internal forces in a frame, it is necessary to make a free body diagram (FBD) of the horizontal section (beam) placing all the loads on said section. The figure shows a frame with different loads, you must make the diagram free body (FBD) of the EDCBA horizontal section (beam) by placing all the loads on said section. You must draw the EDCBA beam similar to that shown in the figure below and complete it with all the loads. It is NOT necessary to make shear or bending diagrams, only the FBD of the EDCBA beam.
Forces not indicated are 5 KM.
The distance is in meters.
Transcribed Image Text:12,99
12,99*
35 KN*m
5 KN
3
1 KN
3
36,87*
53,13
E
D
C
В А
5.
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