3 kN 0.5 m 1.5 m 8 kN/m

Q: vertical components of the hydrostatic force (magnitude and direction) on the half cylinder AB for a…

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Q: 30 kN 10 kN/m -2 m В 5m -3 m A

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Q: B=10m > q= 400 kN/m² 2 m- sand 10 m- clay Fig. 1

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Q: An open channel is to be designed to carry 1.5 cubic meters per second at a slope of 0.007. The…

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Q: The uniform swamp gate has a mass of 4 Mg and a width of 1.5 m. Determine the angle θ for…

A: This question is related to the Hydraulic Forces from Fluid Mechanics. In this question we calculate…

Q: 4.5 m A Sand y = 16 kN/m 4'= 38° c' = 0 2.5 m B 3 m 1.5 m Figure P10.1

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Q: Water flows through a Parshall Flume with a throat width of 4.0 ft at a depth of 7.5 ft. Determine…

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Q: 10 kN 6 kN/m 5 kN/m В 10 kN E 3 m 1.5 m--1.5 m--1.5 m-| CS CamScanner ile tarandı

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Q: A liquid flows at a depth of 400 mm with an average velocity of 6 m/s in a rectangular channel.…

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Q: 80 kN 60 kN -10 kN/m 40 kN LA 2 m m. 3 m 3 m 2 m1 m

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Q: ,1.5 m,1.5 m 80 kNi 80 KNIG 60 kN 1m/80 kN 1m E 60 kN 7.2 m CC.T 2 m 2 m A, B 3 m 3m 1.5 m 1.5 m 80…

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Q: The right and left water edges of a stream are 3.0 and 47.5 m respectively from an initial reference…

A: To find the average velocity of the stream Vavg  Depth and mean velocities at different depths are…

Q: H.W Example 2 Rising gradient 0.5 in 100

A: Rising gradients are written as Y:X where, Y is a rise and X is the run. Both numbers must have the…

Q: S kN 15 kN 2 m 2 kN/m 6 m 2 m 2 m

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Q: Water flows at the rate of 4.25 m3/s through a rectangular channel having a width of 2.4 m. Compute…

A: given- Discharge Q=4.25 m3/sWidth of rectangular channel b=2.4 m

Q: An earthen channel with a based 3 m wide and side slopes 1:1 carries water with a depth of 1m. The…

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Q: 5 kN 1.5 m 1.5 m B 3m 3 m 6 m Tay

A: Consider the section AB,

Q: An elephant butte dam approximates a triangle, with a height of 85.40m and upstream face with a…

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Q: 1. A triangular gate with a horizontal base 1.5 m long and an altitude of 2.1 m is inclined 42" from…

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Q: A triangular dam 3 m wide at the base and 5.6m high weighs 23.5 kN/m3. Take A = last digit of your…

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Q: 5 kN 2 m A 6 kN 8 kN 2 m - 2 m 2 m

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Q: 20 kN 25 kN 20 kN 3 m F А H |C IE G 2.5 m 2.5 m 2.5 m 2.5 m V 25 kN

A: Method of sections First calculate reactions Draw a section such that all three unknown forces are…

Q: - B=10m q= 400 kN/m² 2 m- sand 10 m- clay

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Q: Water flows in a long, 2.50 m wide rectangular channel at a uniform flow depth of 1.07 m and a…

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Q: Two channels have the same cross-sectional area, but different geometry, as shown. a. Which channel…

A: Given:-                               A…

Q: The degree of indeterminacy for the structure is given as 24 kN E5 m w = 12 kN/m 10 m to 3A m

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Q: A rectangular river channel 4.6 m wide carries water at a depth of 0.6 m. The slope of the channel…

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Q: 2 m 7 kN/m 4 m- 15 kN PA 20° 10 kN

A: by given question RA+RD=0taking moment about ARD×0.4+7×1×0.5+15×1.2+10×0.2=0RD=-58.75KNRA=58.75KN

Q: 3 KN 2 KN 2 KN - 0.3 m 0.3 m 0.3 m- 0.4 m - 5 KN

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Q: 50 KN 75 KN 25 KN 3.00 m 3.00 m 3.00 m 40 KN 2.00 m H 2.00 m 15 KN 2.00 m Туре of Force MBRS…

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Q: The right and left water edges of a stream are 3.0 and 47.5 m respectively from an initial reference…

A: To Determine a. Cross-sectional area of the stream (sq.m.) b. Volume of water if its horizontal…

Q: O 61 CU.M/SEC O 60.795 CU.M/SEC O 61.795 CU.M/SEC O 60 CU.M/SEC

A: The accurate answer is 60.629 m3/sec. Nearest option is 60.795 m3/sec   (please upvote for our…

Q: • Q = 18 m^ 3 /s • Rectangular channel, 3 m wide • Unfinished form concrete channel • occurs at a…

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Q: 10 kN 0 kN 1=3 m 1-3m 1-3 m Which of the following most nearly gives the vertical displacement e?

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Q: 100 kN 100 kN- E 2 m [D 3 m 50 kN 2 m

A: In method of section, we cut sections passing through members where force is to be calculated. Steps…

Q: The tide gate opens automatically when the tide water at B subsides, allowing the marsh at A to…

A: Explanation : The tide gate can only be opened on water side B as per mechanism of the gate…

Q: Water flows through given two layered soil profile and discharge collected at the end is 7.5…

A: Given, Q = 7.5 lit/sec, Z1 = 0.2 m, Z2 = 0.4 m, A = 1 × 1 m² K1 = 2 ×10^–2 m/s, K2 = 4 × 10^–2 m/s,…

Q: r flows in a trapezoidal channel of 2 m width and side slope at 1:1. At upstream depth of 2 m, the :…

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Q: 3 kN 7.5 kN/m 1.8 m- -0.9 m 0.9 m-

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Q: rectangular scow having a length equal to 12 m, width of 10 m and height of 6 m ats in seawater. If…

A: Metacentric Height(M) = 0.75m Location of Buoyant force = 3m

Q: ball is half submerged when it floats on water. To fully submerge the ball, an additional vertical…

A: We will use archimedes principle for buoyant force

Q: A dam with upper base and lower base equal to 6m and 18m, respectively, supports water on the left…

A: Upper base width=6 m Lower base width=18 m Hydrostatic dorce=1000 kN Unit weight of cocrete=23.5…

Q: 3 kN 6 kN A 2 m 2 m- 4 m 6 m RB RA B.

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Q: Example 3: Design a trapezoidal channel of water having a velocity 0.6 m/s, channel side slope…

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Q: In an open rectangular channel, a hydraulic jump accrues. If ye=0.8 m, y1%30.3 m. Calculate y2.…

A: Step 1

Q: H,0 1.1 m A B C ter is placed at point B, to what height the water will rlse above this point?

A: Pressure Head at B = ( 5.4 + 1.1 - 0.8m) = 5.1m Point  Datum Head Pressure Head Total Heaf A…

Q: 12 kN 10 kN 2 m 2 m 2 m - 3 m - 3m -3 m

A: Determine all the forces acting on the structure shown. Also, indicate the type of force acting on…

Q: 3 m H 3 m A B D 10 kN 4 m 4 m 4 m 4 m

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Q: To provide safety against piping failure with a factor of safety 5 for a hydraulic structure what…

A: Given data- FOS=5 Sp. gravity (G) = 2.5 Porosity (n) = 0.4 To find- Maximum permissible exit…

Q: b. 70 cm

A: Find initial depth y=QWidth×Velocity=2.963.59(2.75)y1==0.3m

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.