Given data:

= 1.5 kg/m
L = 445 mm = 0.445 m
P = 59 N
Solution:
Draw the free-body diagram of the frame.

The mass of the frame is a product to the length of the frame and mass per unit length

Substitute L = 0.445 m,
= 1.5 kg/m in the above equation.
m = 4*0.445*1.5
m = 2.67 kg
Write the sum of the forces in x-dirextion.

Here P is the force applied to the frame at point C, a is the acceleration of the frame.
Substitute P = 59 N, m = 2.76 kg in the above equation.
59=2.67*a
a = 22.1 m/s.
The acceleration of the frame will be equal in all cases as mass and force applied are constant.
Write the equilibrium equation of forces along the y-axis.
.........Eq. (1)
(a) h = 0.21L
Take a moment about point B.

Substitute the value of
in Eq. (1)

Therefore normal force acting at roller A is 30.08 N (Upwards)
and normal force acting at roller B is 3.92 N (Downwards)
(b) h = 0.5L
Take a moment about point B.

Substitute the value of
in Eq. (1)

Therefore normal force acting at roller A is 12.97 N (Upwards)
and normal force acting at roller B is 13.17 N (Upwards)
(c) h = 0.85L
Take a moment about point B.

Substitute the value of
in Eq. (1)

Therefore normal force acting at roller A is -7.68 N (downwards)
and normal force acting at roller B is 133.84 N (Upwards)
Answers.
| (a) h = 0.21L: A= | 30.08 | N, B= | -3.92 | N, a = | 22.1 | m/s2 |
| (b) h = 0.50L: A= | 12.97 | N, B= | 13.17 | N, a = | 22.1 | m/s2 |
| (c) h = 0.85L: A= | -7.68 | N, B= | 33.84 | N, a = | 22.1 | m/s2 |
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