A gate in a shape of rectangle with base of 1.5m and height of 3m is inclined in a slope 1:2 and hinged at the bottom. The top of the gate rests against a smooth wall . Top of the gate is

Q: 2. A 10m high cantilever wall separates water and oil as shown. The water and the oil are 8m and 6m…

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Q: A 8m w = 40kN/m B 10m 100 kN 5m 3m D

A: To find the support reactions at A, B, C and D (We will use moment distribution table)

Q: Q2) Three forces act on the piping. Determine the sum of the moments of the three forces about point…

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Q: Problem 3 A 5-m long and 2-m wide gate contains water with a depth of 4 m as shown and is supported…

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Q: , An open-topped tank with square bottom, 0.9 m on a side is 0.60 m high. It floats in water. A…

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Q: Gas having an internal pressure of 4 MPa is housed in the 3-meter-high pressure tank below. It…

A: A tensile Stress acting in the direction tangential to circumference is called circumferential or…

Q: 46-60. For linear stress variation over the base of the dam of the figure shown, find (a) the…

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Q: 10m B 100 KN 1000 KU-m

A: The magnitude of the point load The magnitude of the concentrated moment We have to determine the…

Q: Determine the reactions

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Q: Each gate of a lock is 5m high and is supported by two hinges placed on the top and bottom of the…

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Q: Determine roller support reaction

A: Given data : The value of uniformly distributed load q=36 KN/m The value of uniformly varying load…

Q: . Determine the magnitude of the reaction in the structure below due to loading. 3KN/M 37° A (m 4.m…

A: Given  inclined load  8 KN at a 37-degree angle from horizontal  Horizontal component of 8 KN force…

Q: 2. A 10m high cantilever wall separates water and oil as shown. The water and the oil are 8m and…

A: To find support reaction

Q: C hinge SALT WATER WATER 4m 60° A Gate 5m

A: Given Data:Specific Weight = 24kN/cu.mSGw=1.03Inclined Angle = 60°L=2.5m

Q: 3. A closed cylindrical tank 2m in diameter and 9m deep with axis vertical contains 7m deep of oil…

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Q: Cylindrical tank 4 m in diameter, 6 m high constain liquids, 1.5 m depth of water, 2 m depth of…

A: P=ρgh P at the bottom of tank P=ρ1gh1+ρ2gh2+ρ3gh3      =1000*9.81*1.5+1220*9.81*2+880*9.81*1.5…

Q: Determine support reaction at C

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Q: a) In static systems, the equilibrium requires EF=_and EM=___ b). Are these two systems equivalent?…

A: This question is related to the Mechanis From Civil Engineering.

Q: The weight of the gate is 50 kN acting 1.2 m to the right of O. Determine the Hydrostatic Force.

A: Hydrostatic force is the force applied by the liquid on the surface, hence while calculating…

Q: 24 kN S KN/m D 3m- 3m→-3m

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Q: Determine the adequacy of a 600 mm diameter (internal) steel pipe of length 2500 m with a thickness…

A: Given Data -   ρw = 1000 kg/m3L = 2500 mt = 20 mmσmax,p = maximum permissable stress = 125 Mpa…

Q: 1. Determine the magnitude of the roller reaction at E. 400 kN 0.6 m 1.0 m -0.4 m 035

A: We have to find the value of reaction at E.

Q: A square frame 5 m by 5 m in dimension is submerged in water vertically with its top of 3 meters…

A: We need to find out pressure at different locations given

Q: F 5 k 16 D 10 k E 16 C 12 ft 12 ft

A: This question is related to Structure Analysis. In this question using Force equilibrium equations…

Q: 4. A long, continuous steel gate, BC, restrains fresh water as shown and is supported by hinges at…

A: Given : Determine the reaction component for a typical hinge at A and at B ?

Q: . A rectangular gate 1.20 m wide rests against a smooth wall at A. It is hinged at B located at 5.2…

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Q: Find: External reactions in x and y directions needed to hold fixed vane. Solution: OS = 0.90). 30…

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Q: For a given soil, the results of compaction test conducted in the laboratory are given in Table 1.…

A: MOISTURE CONTENT DRY DENSITY ZERO AIR VOIDγd=Gγw1+wG     12 16.34 20.50663     14 16.93 19.69873…

Q: Example no. 3 ) <Fx = 0 Ax =D • Given the beam as shown: 50 kN Determine: 20 kNm a.) Reaction at A.…

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Q: Situation 2. The hydraulic cylinder operates the toggle which closes the vertical gate against the…

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Q: P =25KN P2=38 kN 3.4m 4.1m w = 12 kN/m 2.8m 12m A,

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