The beam is uniform and weighs 60N. if 200N, find the tension in the tie rope x and y components of the force that the hinge exerts on the wall.
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see arranged figure,
we have to find torque about the hinged point,
torque due to weight of beam + torque due to weight of object + torque due to tension = 0
or,
or, -60 × 0.5L × √3/2 - 200 × L × √3/2 + T × 0.8 × L × 1/2 = 0
or, -15√3L - 100√3L + 0.4TL = 0
or, 0.4T = 115√3 = 200
or, T = 500N
now, = -T + H = 0 [ see figure ]
H = 500N
and
= -60 - 200 + V = 0
V = 260N
hence, horizontal component of force is 500N and vertically component is 260N
we have to find torque about the hinged point,
torque due to weight of beam + torque due to weight of object + torque due to tension = 0
or,
or, -60 × 0.5L × √3/2 - 200 × L × √3/2 + T × 0.8 × L × 1/2 = 0
or, -15√3L - 100√3L + 0.4TL = 0
or, 0.4T = 115√3 = 200
or, T = 500N
now, = -T + H = 0 [ see figure ]
H = 500N
and
= -60 - 200 + V = 0
V = 260N
hence, horizontal component of force is 500N and vertically component is 260N
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