5-2. When Chézy's C determined by the G. K. formula becomes ihdepende the slope S, show that the value of R = 3.28. Find the corresponding relation between C and Kutter's n. %3D

Q: В D 60 kN 300 300 4 m 200 (300 300 100 kN 6 m 6 m

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Q: Determine the value of P (in kN) so that the resultant, R is projected horizontally to the left. 300…

A: Given a system of forces as shown in the figure Required: To determine value of P so that Resultant…

Q: Please fast answer

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Q: Determine the slope and displacement at C. El is constant. Using the double integration method.

A: The beam is symmetrical RA=RB=4soMoment equationMx=-4x+4x-3+4x-6

Q: Determine the SLOPE AND DISPLACEMENT at point A. TAKE E = || GPA. THE VALUE OF “I" CAN BE SOLVED BY…

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Q: Problem # 2 Determine the slope and the displacement at C. Use the method of virtual work. 100 kN…

A: Considering the section BC: Mxx=-300     0<x<3m And section AB: Mxx=-300-100(x-3) 3<x<9m

Q: 1. A particular rough surface has the profile given by z(x) = a cos Find the values of R,, - X а R,,…

A: Solution-

Q: 35KN/m 180 kN 15 kN/m B C-2 5 m m 4 m El = constant E = 70 GPa I = 2,340 (10) mm

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Q: Determine

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Q: the wetted perimeter (P) is

A: OPEN CHANNEL FLOW

Q: Use the Conjugate bearn method to deterrnine the slope at A and displacerment at C. El is constant.…

A: 1.Answer

Q: solve using interpolation

A: Yes, Sample calculation is shown below.

Q: Analyze the following problems by Castigliano's Second Theorem. 1. Determine the slope at point C…

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Q: Using double integration method determine (a) the slope at A, and (b) the displacement at C. Assume…

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Q: am shown, use double integration method to slope at "B" ite steps) 201 EI = Constant EI dy = ±EI

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Q: DOUBLE INTEGRATION METHOD. DETERMINE

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Q: 50 N 25°

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Q: Using the theorem castilgliano, calculate the horizontal displacement of point D with Castigliano's…

A: Assigning Pseudo load 'P' at D as shown in diagram, P=0

Q: Analyze the given structure below. Calculate for the slope at the free end (Use: DOUBLE INTEGRATION…

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Q: 4) Solve the following armature using the virtual work method, taking into account A = 3.2 in2, E =…

A:

Q: Use Euler's method to solve for the depth y

A: Euler's method to calculate the depth from t=0 to t=10d with a step size of .5dh is the step sizen…

Q: Use Gauss-Seidel iteration to solve: (Do only ten iterations) 2х + у + 4z %3 6 5х + 2у — 2z %3D16 х…

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Q: Determine the slope and displacement at point A. Assume C is pinned. Use the principle of virtual…

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Q: 15 kN 6 kN/m B C 2EI EI EI VA 2.0 m 4.0 m 2.0 m VD 8.0 m

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Q: SOLVE EACH PROBLEM USING THE FF. METHODS: •VIRTUAL WORK METHOD •CASTIGLIANO THEOREM (Need…

A: Problem 1: Draw the free-boy diagram of the beam.

Q: 35kN/m 180 kN 15 kN/m -5 m- -5 m- 4 m El = constant E = 70 GPa I = 2,340 (10°) mm %3D

A: Reactions in Real Beam: ∑V=0RA+RC=180+87.5+60=327.5∑MD=015×4×12+12×35×5×8.33+180×5-RC×10=0⇒RC=234.89…

Q: Take length of AB=8

A:

Q: Solve for ? in the equation 62(3?−2) = 324

A: 62(3?-2)=324 So need to find ?

Q: 1) Determine the slope in A and displacement in C Castigliano's theorem) E=200GPa I=?

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Q: USE DOUBLE INTEGRATION METHOD. From the given determinate beam, which of the following provides the…

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Q: 90 kN C A В 4 m 8 m

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Q: determine: a) the differential area b) centroid from x and y axis

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Q: B.Find the Inverse Laplace Transform of the following: 6. 6. 1.0 F(s) = $2+36 2-36 35 2.0 F(s) = %3D…

A:

Q: 1) Determine the slope in A and displacement in C (Castigliano's theorem) E=200GPa I=?

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Q: 1. Determine the slope and displacement of point C. El is constant. Use the method of virtual work.…

A: Given data  E = 70 GPA = 7 × 104 N/mm2  I = 5 × 108 mm4

Q: Determine the slope at A and displacement at C. El is constant. 5 kN-m B -1.5 m- -1.5 m

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: * Show all your working is the midpolint of A and B X3= 8 KN A A X2=20m Using conjugate beam…

A: a loaded beam is given and it has been asked to determine displacement at c and d and slope at b…

Q: Determine the slope and displacement at point A using DIM. Assume C is pinned. 6KN/m 3m 3m

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Q: 3. Determine the horizontal displacement of point C. El is constant. Use Virtual Work Method.…

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Q: Given data: Coefficient of friction=D0.5 Normal force%3D50 N Find friction force

A: We have to determine the value of friction force as per the given data just like coefficient of…

Q: 10 k/ft Problem 3: 9–23. Determine the displacement at point D. Use the principle of virtual B work.…

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Q: QZ/ Use Gauss-Jordan elimination method to solve: 1 32 2 277: -1 2 52: 7 ...

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Q: Q2: The effect or two forces FA,FB is (5 KN) and acting along u axis , determine the value of FB by…

A: Resultant,Fr=5kN FA=3kN

Q: QI/ Find the horizontal displacement at C, and O, by using Virtual Work Method, if you know E = 200…

A: Consider the given data

Q: Use Castigliano's Theorem to determine the slope at joint B in radian. I = 2340x10®mmª and the E =…

A: Given data                  I = 2340x106mm4                  E=200 GPa = 200×109 N/m2

Q: Determine the displacement of point C. Use the method of virtual work. EI is constant.

A:

Q: Determine the slope and displacement at point B by the method of virtual works in Q. I. El is…

A: Apply unit force at B in downward direction:

Q: Use Cramer's rule to solve the linear system x + y + 3z = 1 x + 3y + z = 2 x + y + 3z = 3

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Q: Determine the horizontal displacement of point C. El is constant. Use the method of virtual work.…

A:

Open Channel Flow

Open channel flow is a branch of fluid mechanics. It deals with the flow of fluid in an open conduit or free surface. In an open channel flow, gravity induces the flow of water whose surface is open to the air. This flow is free-falling rather than confined in rigid body conduits. The open channel flow depends upon two parameters that are the cross-section of the conduit and the velocity profile. Practical examples of open channel flow are streams, rivers, canals, and other drainage systems.In open channel flow, the cross-sectional area of at least one of the sides is exposed to air, and the surface of water faces atmospheric pressure. This flow is also known as free gravity flow. The cross-sectional area of the conduit can be either man-made or a natural channel. For instance, the flow in rivers and streams are natural conduits, and the flow in a canal and sanitary systems are man-made or engineered channels.