$T_B = 350 N-m \\
D = 0.35m \\
r = D/2 = [0.35/2] \\
µ = 0.30$
To find:
Force P
Distance OA for self locking
Calculating the tension in the band
$θ= 22.5˚ \rightarrow 3.926 rad \\
\dfrac{T_1}{T_2}= e^{uθ} \\
\dfrac{T_1}{T_2}=e^{0.30 \times 3.9269} \\
\dfrac{T_1}{T_2} = 3.9527 \\
T_1 = 3.9527 \times T_2 \\
T_1 – 3.9527T2 = 0$
Also braking torque
$T_B = (T1 – T2) \times r \\
350 = (T1 – T2) \times 0.35/2 \\
700/0.35 = (T1 – T2) \\
T1 – T2 = 2000$
$3.9527 \times T2 – T2 = 2000 \\
2.9527T2 = 2000 \\
T2 = 2000/2.9527 \\
T2 = 677.346 N$
$T1 = 3.9527 \times 677.346 \\
T1 = 2677.34 N$
Calculation of applied Force for clock wise rotation
Case 1:
For Clockwise Rotation
Considering the equilibrium position of the level as shown in free body diagram:
$∑Mo = 0 = -T2 \times 150 + T1 \times 35 + P \times 500 \\
0 = 677.34 \times 150 + 2677.34 \times 35 + P \times 500 \\
= - 101601 + 93707 + P \times 500 \\
P = 15.788 N$
Case 2:
For rotating anticlockwise direction
Considering the equilibrium of the system and taking momentum at fulcrum
0 = -T2 × OA + T1 × 150 + P × 550
Case 2: anticlockwise rotation
$= - T2 \times OA + T1 \times OB \\
= -T2 \times OA + 2677.34 \times 35$
Since, for locking condition
$P = 0 \\
0 = -677.346 \times OA + 2677.34 \times 35 \\
\therefore, OA = 2677.35 \times 35/677.346 \\
OA = 138.344 mm$