B. A rigid bar is supported by a pin at A and two linearly elastic wires at Band C (the wires are of the same material), as shown in the figure. The area of the wire at B is 100 mm2 and the area of the wire at C is 120 mm2. Determine the reactions at A, B, and C caused by the applied force P = 10 kN. Una barra rigida está soportada por un pasador en A y dos alambres linealmente elásticos en B y C (los alambres son del mismo material), como se muestra en la figura. El área del alambre en B es de 100|| mm? y el área del alambre en C es de 120 mm?. Determine las reacciones en A, B y C causadas por la fuerza aplicada P=10 kN. B C 1000 -500 500 +500→

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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B. A rigid bar is supported by a pin at A and two linearly elastic wires at B and C (the wires are of the same
material), as shown in the figure. The area of the wire at B is 100 mm2 and the area of the wire at C is 120
mm2. Determine the reactions at A, B, and C caused by the applied force P = 10 kN.
Una barra rigida está soportada por un
pasador en A y dos alambres linealmente
elásticos en B y C (los alambres son del
mismo material), como se muestra en la
figura. El área del alambre en B es de 100||
mm? y el área del alambre en C es de 120
mm?. Determine las reacciones en A, B y C
causadas por la fuerza aplicada P=10 kN.
C
1000
-500 500 +500-
P
Transcribed Image Text:B. A rigid bar is supported by a pin at A and two linearly elastic wires at B and C (the wires are of the same material), as shown in the figure. The area of the wire at B is 100 mm2 and the area of the wire at C is 120 mm2. Determine the reactions at A, B, and C caused by the applied force P = 10 kN. Una barra rigida está soportada por un pasador en A y dos alambres linealmente elásticos en B y C (los alambres son del mismo material), como se muestra en la figura. El área del alambre en B es de 100|| mm? y el área del alambre en C es de 120 mm?. Determine las reacciones en A, B y C causadas por la fuerza aplicada P=10 kN. C 1000 -500 500 +500- P
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