14) C is the correct diagram
15) Tsin(theta) + Rv = W
So W is greater then Rv.
16) Rh = Tcos(theta)
So Rh is less than T.
Help I don’t understand and answer key was not posted for practice problems The beam shown...
help 5. A uniform beam of mass M-250 kg and length / 10.0 m is mounted to a wall by a strong hinge and a cable, as shown. A steel block of mass m 685 kg is placed on the beam a distancex 2.5 m from the hinge. The cable is at an angle 6 400, as shown. 6/ a. Calculate the tension in the cable. b. Calculate the horizontal component of the force the hinge exerts on the beam....
5. A uniform beam of mass M- 250 kg and length l- 10.0 m is mounted to a wall by a strong hinge and a cable, as shown. A steel block of mass m = 685 kg is placed on the beam a distance x-2.5 m from the hinge. The cable is at an angle -40°, as shown. a. b. c. d. Calculate the tension in the cable. Calculate the horizontal component of the force the hinge exerts on the...
A uniform beam 3.95m long and weighing 2600N and carries a 3450N weight 1.50m from the far end. It is supported horizontally by a hinge at the wall and a metal wire at the far end. How strong does the wire have to be? That is, what is the minimun tension it must be able to support without breaking. What are the horizontal component of the force that the hinge exerts on the beam? What are the vertical component of...
Please help me with both parts b and c. I am confused Constants A 9.00 m uniform beam is hinged to a vertical wall and held horizontally by a 5.00 m cable attached to the wall 4.00 m above the hinge, as shown in the figure below (Figure 1). The metal of this cable has a test strength of 1.10 kN , which means that it will break if the tension in it exceeds that amount. Part A What is...
5,6 . Draw the Peabody diagram please l- Montgomery College Physic 3 Rotational Motion 1 pt I p sfar end is supported by a cable. The angle between the a meterstick horia A 27.4 kg beam is attached to a wall with a hinge and meterstick is deno ite am and the cable is 90°. If the beam is inclined at an angle of 26.0 with respect to horizontal. at an angle position. The ob or 1000 grams a masses...
A 12.0 m uniform beam is hinged to a vertical wall and held horizontally by a 5.00 m cable attached to the wall 4.00 m above the hinge, as shown in the figure below (Figure 1).The metal of this cable has a test strength of 0.900 kN which means that it will break if the tension in it exceeds that amount. You may want to review For related problem solving tips and strategies, you may want to view a Video...
a 1165-N uniform beam is attached to a vertical wall at one end... A 1165-N uniform beam is attached to a vertical wall at one end and is supported by a cable at the other end. A W 1875-N crate hangs from the far end of the beam. Using the data shown in the drawing, find the following. 50.0 Beam 30.0 (a) the magnitude of the tension in the wire (b) the magnitudes of the horizontal and vertical components of...
A 4-m long, 150-kg steel beam is attached to a wall with one end connected to a hinge that allows the beam to rotate up and down. The other end of the beam is held in a horizontal position with a cable that makes a 27° angle with the beam and is attached to the wall. A mass of 75 kg is hung from the beam 3 meters away from the hinge (see (Figure 2)). What is the vertical component of...
The drawing shows a uniform horizontal beam attached to a vertical wall by a frictionless hinge and supported from below at an angle ? = 44o by a brace that is attached to a pin. The beam has a weight of 338 N. Three additional forces keep the beam in equilibrium. The brace applies a force P ¯ to the right end of the beam that is directed upward at the angle ? with respect to the horizontal. The hinge...
A 1400-N uniform beam is attached to a vertical wall at one end and is supported by a cable at the other end. A 1960-N crate hangs from the far end of the beam. Using the data shown in the figure, find (a) the magnitude of the tension in the wire and the magnitudes of the (b) horizontal and (c) vertical components of the force that the wall exerts on the left end of the beam.