I need the answer as soon as possible Cablegate widthImConcreteCylinderwaterDelm4m0.45Figure 14)Achinge)7.0QI: As shown in figure (1), determine the submerged depth of the concrete cylinder(h), for equilibrium the gate AB. (The concrete cylinder weighs 19KN and the galeAB weighs 25KN), Assume frictionless pulley.

Answered: Image /qna-images/answer/9ee653c7-07ae-4432-afb8-3cf0a608a69f.jpg

Answered: Concrete Cylinder water Delm Figure 14)…

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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The water supply pipe shown in the figure is suspended from a cable using a series of close and equally spaced hangers. The length of the pipe supported by the cable is 60 m. The total weight of the pipe filled with water is 6.5 k What is the maximum sag (in m) at the lowest point of the cable which occurs at mid length if the allowable tensileload in the cable is 2550 kN? Answer: C. 1.15 The sag of the cable at mid-length is 3 m. Find the maximum axial stress (in MPa) if the cable diameter is 75 mm. Answer: C. 225
write some paragraphs explaining this calculation. my be one paragraph is enough. i am doing the discussion so I need your help
do fast.
find the reactions at supports
Homework 1. Solve the problem by starting with origin at ground? Hint: you should get the same results with t= 2sec and s= 20.4 m
solv b
The cross-section of an open tank is shown below at left. BC is a cylindrical surface with radius r = 6 ft, and the tank water depth is h = 10 ft. A free body diagram (FBD) for hydrostatic analysis is shown below at right. Use this information to solve problems 12 through 15 on a per unit width (into the page) basis. FBD: A B B OThe magnitude of the horizontal force Fy is nearest 1a) 490 lb/ft width of tank (b) 1610 Ib/ft width of tank (c) 3120 Ib/ft width of tank (d) 12.5 Ib/ft width of tank (e) None of the above are close to being correct ) The center of pressure Yp is ft below the water surfa The magnitude of the vertical hydrostatic force Fy is nearest (a) 1765 Ib/ft width of tank (b) 3744 Ib/ft width of tank (c) 1980 Ib/ft width of tank (d) 10.4 Ib/ft width of tank (e) 675 Ib/ft width of tank The location of Fy left of side AB is nearest ft OST or DISTREBUTE - THANK YOU
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Could you help me with the first few steps on solving this using vectors? I need to calculate the forces in AB and BC. I don't the answer right away but I don't know where to start.
3 Show complete solution and draw each step by step. the answer are 218 kN, 180 kN, 191 kN
CATENARY CABLE: (SAME LEVEL OF SUPPORT)

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Concrete Cylinder water Delm Figure 14) QI: As shown in figure (1), determine (h), for equilibrium the gate AB. (The