1. Illustrated in the figure is a 1.5 in diameter steelcountershaft that supports two pulleys. Pulley A delivers12 inpower to a machine causing a tension of 600 Ib; in tightside of the belt and 80 Ibf in loose side, as indicated.21 inPulley B receives power from a motor. The belt tensionson pulley B have the relation T1 = 0.125T2.15 in600 lbfFind the deflection of the shaft in Z-direction atT,pulleys A and B, assuming simple supports at the80 lbfbearings by using superposition method.9-in dia.B.1-in dia.Solution:12-in dia.

Answered: Image /qna-images/answer/55ecc3ad-377d-42b4-a53d-6315ebf04dbf.jpg

Answered: . Illustrated in the figure is a 1.5 in…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

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A four-bar mechanism is working on horizontal plane. The second link length is 0,4 m and makes an angle of 0=25 degrees with the vertical line as shown in figure. Find the torque (T) in Nm must be applied to link 2 to keep the mechanism in equilibrium against a F=132 N force acting at E on the link 3 downward (along negative y- axis) direction. Allowable tolerance for your answer of this question is relatively 3 percent. So, work precisely and clear while solving it. Do not enter any UNIT. (If the direction of the torque is CCW, just enter the value of it without any sign. If it has CW direction, enter "-" sign "negative sign" before the value such as "- 12,12".) AB=CD AD=BC=0.7 m BE=EC В TF
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Requlred Information A countershaft carrying two V-belt pulleys Is shown In the figure. Pulley A recelves power from a motor through a belt with the belt tensions shown. The power Is transmitted through the shaft and dellivered to the belt on pulley B. Assume the belt tenslon on the loose side at B Is 15 percent of the tension on the tight side. Glven B(dg) = 400 mm, TA = 575 N, and TỊA2) = 3835.25 N. 300 450 400 TIA T(A2Y `150 250 dia. B(da) 20 dia. B At the point of maximum bending moment, determine the bending stress and the torslonal shear stress. The bending stress at the point of maximum bending moment is [.09515 MPа. The torslonal shear stress at the point of maximum bending moment is 259.442 MPа.
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B8
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5
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