Equilibrium.pdf3/17: The uniform beam has a mass of 50 kg per meter of length. Compute the reactions atthe support O. The force loads shown lie in a vertical plane.dns. Or -0.7 AN, Oy- 5.98 AN, Mo 9.12 kN.m14 kN3 kN4 kN mdeA0.6 m1.8 m0.6 m0.6 m 307ENGINEERING MECHANICS: STATICS (J.L.MERIAM)3/15: Three cables are joined at the junction ring C. Determine the tensions in cables AC andBC caused by the weight of the 30-kg cylinder. Ans.Ic=215 N. I=264 N45183030 kg3/14: To facilitate shifting the position of a lifting hook when it is not under load, the slidinghanger shown is used. The projections at A and B engage the flanges of a box beam when aload is supported, and the hook projects through a horizontal slot in the beam. Compute theforces at A and B when the hook supports a 300-kg mass. dens..d4.9 AN. B19AN400600mm3/53: Determine the external reactions at A and F for the roof truss loaded as shown. Thevertical loads represent the effect of the supported roofing materials, while the 400-N forcerepresents a wind load. dns Ax = 346 N. Ay = 1100 N, Fy= 1100 NG00 NG00 N400 Ns00 NDyl250 N250 N303030AG10 m8.

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3/17: The uniform beam has a mass of 50 kg per meter of length. Compute the reactions at the support O. The force loads shown lie in a vertical plane. dns. O 0.7 AN. Oy - 5,98 AN. M. 9.12 kN.m 14 kN 3 kN 4 kN m 0.6 m -1.8 m 0.6 m 0.6 m 30

3/17: The uniform beam has a mass of 50 kg per meter of length. Compute the reactions at the support O. The force loads shown lie in a vertical plane. dns. O 0.7 AN. Oy - 5,98 AN. M. 9.12 kN.m 14 kN 3 kN 4 kN m 0.6 m -1.8 m 0.6 m 0.6 m 30

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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