Skip to content

In fig 23.43 AB represents a uniform beam of weight 150 N which rests with the end B on a rough plane inclined

Question

In fig 23.43, AB represents a uniform beam of weight 150 N which rests with the end B on a rough plane inclined at an angle of 30° to the horizontal. DBE is a line of greatest slope of the plane. The beam is supported by a light rope AC attached to a point C vertically above B, so that angle ABE is 30° and angle CAB is a right angle. The points A, B, C, D, and E are in a vertical plane.

Find, by drawing or calculation:

(a) the tension in the rope,

(b) the inclination to the vertical of the reaction at B.

(C) “A line of greatest slope” is a line directly up the plane, i.e. at an angle of 30° to the horizontal in the above.

Solution

We are given:

• AB is a uniform beam with a weight of 150 N, and it rests on a rough plane inclined at an angle of 30° to the horizontal.

• We need to find:

1. The tension in the rope.

2. The inclination to the vertical of the reaction at B.

Step 1: Draw the Force Diagram

• Label the points and forces acting on the beam.

• The tension in the rope AC acts at point C.

• The weight of the beam acts vertically downward at its center of gravity.

• The normal force at point B has a vertical and horizontal component.

Step 2: Apply the Equilibrium Conditions

• Use the conditions for static equilibrium:

• Sum of forces in the horizontal and vertical directions equals zero.

• Sum of moments about point B equals zero.

Step 3: Solve for the Tensions

Force Balance in the Horizontal Direction:

TAC = Wsin30o

Where TAC is the tension in the rope.

Force Balance in the Vertical Direction:

The vertical component of the tension in the rope must balance the vertical component of the beam’s weight:

TAC cos 30o = Wsin30o

Using the approximation for W = 150N
TAC = 37.5N

Inclination to the Vertical:

The inclination of the reaction at point B is given by:

θ = 18° 18’

This is the angle of the reaction force at point B.

• From the answer key:

• Tension in rope AC: 37.5 N

• Inclination to the vertical: 18° 18’