There is a vertical wall on which a beam rests whose weight is 600 kgf and 1.3 m in length, held by an inclined bar between the wall and the beam, on which two walls are placed, one inclined 15° with respect to the vertical 1200 Kgf, and another 500Kgf inclined as shown in the figure if the system is in equilibrium, determine a) The tension Texerted by the bar and vertical reaction force that supports point R on the wall and b) the moment which exerts the end wall and the beam on point A. 600Kgf 500Kgf 20 300KF 15° .6m А .5m R
There is a vertical wall on which a beam rests whose weight is 600 kgf and 1.3 m in length, held by an inclined bar between the wall and the beam, on which two walls are placed, one inclined 15° with respect to the vertical 1200 Kgf, and another 500Kgf inclined as shown in the figure if the system is in equilibrium, determine a) The tension Texerted by the bar and vertical reaction force that supports point R on the wall and b) the moment which exerts the end wall and the beam on point A. 600Kgf 500Kgf 20 300KF 15° .6m А .5m R
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![There is a vertical wall on which a beam rests whose weight is 600 kgf and 1.3 m in length, held
by an inclined bar between the wall and the beam, on which two walls are placed, one inclined
15° with respect to the vertical 1200 Kgf, and another 500Kgf inclined as shown in the figure if
the system is in equilibrium, determine a) The tension Texerted by the bar and vertical reaction
force that supports point R on the wall and b) the moment which exerts the end wall and the
beam on point A.
600Kgf
500Kgf
20
300KF
15°
.6m
А
.5m
R](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9716757d-0a83-44eb-b327-6efdedd44f59%2F97d6e8a4-ddb5-4bfa-927c-c7127df09262%2Fsc18cxg_processed.png&w=3840&q=75)
Transcribed Image Text:There is a vertical wall on which a beam rests whose weight is 600 kgf and 1.3 m in length, held
by an inclined bar between the wall and the beam, on which two walls are placed, one inclined
15° with respect to the vertical 1200 Kgf, and another 500Kgf inclined as shown in the figure if
the system is in equilibrium, determine a) The tension Texerted by the bar and vertical reaction
force that supports point R on the wall and b) the moment which exerts the end wall and the
beam on point A.
600Kgf
500Kgf
20
300KF
15°
.6m
А
.5m
R
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