PROBLEM 3 - A scissors-type jack with a single square thread which engages the threaded collar G and turns in a ball thrust bearing at D is being designed. The thread is to have a mean diameter of 10 mm and a lead (advancement per revolution) of 3 mm. With a coefficient of friction of 0.20 for the greased threads, (a) calculate the torque M on the screw required to raise a load of 1000 kg from the position shown and (b) calculate the torque M required to lower the load from the same position. Assume that platform AB and line DG will remain horizontal under load. Neglect friction in the bearing at D.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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PROBLEM 3 - A scissors-type jack with a single square thread which engages the
threaded collar G and turns in a ball thrust bearing at D is being designed. The
thread is to have a mean diameter of 10 mm and a lead (advancement per
revolution) of 3 mm. With a coefficient of friction of 0.20 for the greased threads,
(a) calculate the torque M on the screw required to raise a load of 1000 kg from
the position shown and (b) calculate the torque M required to lower the load from
the same position. Assume that platform AB and line DG will remain horizontal
under load. Neglect friction in the bearing at D.
A
45°
45°
но
30° 30
30°
30°
G
30°
30°
• E
GI = DI = 160 mm, HI = CI = 80 mm
Problem 3
Transcribed Image Text:PROBLEM 3 - A scissors-type jack with a single square thread which engages the threaded collar G and turns in a ball thrust bearing at D is being designed. The thread is to have a mean diameter of 10 mm and a lead (advancement per revolution) of 3 mm. With a coefficient of friction of 0.20 for the greased threads, (a) calculate the torque M on the screw required to raise a load of 1000 kg from the position shown and (b) calculate the torque M required to lower the load from the same position. Assume that platform AB and line DG will remain horizontal under load. Neglect friction in the bearing at D. A 45° 45° но 30° 30 30° 30° G 30° 30° • E GI = DI = 160 mm, HI = CI = 80 mm Problem 3
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