% III.۱/۱|||٤:٣٠) العنوانLeDetermine reactions of hinge and rollerbearing for the given Fig.20 kN/mད་15 kN/m2 mTIMADBI*2 m3 m6 mAE80 kNmOI T☑M

First, we need to calculate the total load on the beam. The load distribution is given as 20 kN/m…

Answered: % III. ۱/۱ ||| ٤:٣٠ ) العنوان Le…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Given: rA= 2.75 in, rB = 4.50 in, • Gear A: Wa= 1.1 lb, ka = 1.55 in, • Gear B: Wb= 4.4 lb, kb = 3.50 in . Moment applied to gear A= 31 lb-in change all units into feet from the start! use g = 32.2 ft/s^2 Find: B The magnitude of the force between gears A and B Fab= lb Written work, show angular accelerations of each gear Your Answer:
Two couples act on the beam (Figure 1). Figure 1.30 200 lb 28 200 b 1 of 1 > Part A F = 137 lb, determine the resultant couple moment. Express your answer to three significant figures and include the appropriate units. ▸ View Available Hint(s) M- Value Submit Provide Feedback Units ?
60 mm F 10000 N.mm 80 mm A y 600 N D C 45 min E 90 mm 120 mm 300 N A: a collar that can slide along and rotate about the y axis 10000 N.mm: a couple moment about the negative x axis 300 N: a force along the positive x axis 600 N: a force along the negative y axis CF: a cable DE: a cable Questions: 1. 2. What is the reaction at A? What is the tension in each cable?
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What is the magnitude of only the x component of BG?
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a) Draw the free-body diagrams of pulley C and of block E separately. b) Calculate the following: gridinion! the magnitude of tension forces along cables CAD and ACB, Slugmo the mass of block E, ME, mont • and the spring constant, k. patinlog.431 93 80 anil Juods insmo m (SA 1.5 ft 1 ft U D 50° 2 ft beniamos terb salsa binowB 35° C E am Sta Juoma 100.0 8.0 T.0 mao ISTOG ed oj
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Need help, use 3 sig fig for answers please

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% III. ۱/۱ ||| ٤:٣٠ ) العنوان Le Determine reactions of hinge and roller bearing for the given Fig. 20 kN/m ད་ 15 kN/m 2 m TIMA D B I * 2 m 3 m 6 m A E 80 kNm O I T ☑ M