= constant 5. Bernou lli's equation is expressed as asY'2g Research on the corresponding units por each para meter in both the sl and E ng lish Units of measure hen ts and Use the grid me tho d to show that the left side of. the eava tion is dimen sionally homo genovs. For

Manning’s equation

Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution Video. For the shape below, assume the following dimensions: a = 175 mm b = 220 mm d = 300 mm t = 23 mm The centroid of this shape is located 71.762 mm to the right of point H shown in the figure. What is the moment of inertia ly about the y centroidal axis for this shape? H Answer: ly M b 2t mm4

Suppose we have a uniform beam that is 3.40metres long has a flexural rigidity of 31915N Find the deflection of the beam in millimetres if the beam is under a uniform load of 24Nmand is supported with simple supports at both ends. Fill out the table below with your answers. x�-coordinate Deflection (mm��) x=0.14 y(x)�(�) =  x=1.12 y(x)�(�) =  x=1.80 y(x)�(�) =  x=2.65 y(x)�(�) =  x=3.06 y(x)�(�) =  Enter as many decimal places as your calculator allows (8 to 10). Your answer must be within ±0.0005±0.0005 of the correct answer to be considered correct.

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can you write readable please? can you do the solution with the formula?

Hey could I please get written solution for this past paper question. The correct answers are circled

The uniaxial bar finite element equation can be used for other types of engineering problems, if proper analogy is applied. For example, consider the piping network shown in the figure. Each section of the network can be modeled using a finite element. If the flow is laminar and steady, we can write the equations for a single pipe element as: - q₁ = K(P; — P;) qi q;= K(P; - P;) qj where q; and q; are fluid flow at nodes i and j, respectively; P; and P; are fluid pressure at nodes i and j, respectively; and K is K = πD4 128μL where D is the diameter of the piper, μ is the viscosity, and L is the length of the pipe. The fluid flow is considered positive away from the node. The viscosity of the fluid is 9×104 Pa's. a. Write the element matrix equation for the flow in the pipe element. b. The net flow rates into nodes 1 and 2 are 10 and 15 m³/s, respectively. The pressures at the nodes 6, 7, and 8 are all zero. The net flow rate into the nodes 3, 4, and 5 are all zero. What is the outflow…

Suppose that L = 2.5 in Determine the location (x,y) of the Centroid C of the area. Please express the answers in three significant figures.

Express F as a vector in terms of the unit vectors i, j, and k. Determine the angle between Fand the positive y-axis. Assume r, = 35 mm, ry = 60 mm, r, = 175 mm, F = 50 N. %3D Dimensions in millimeters No need to attach your solution.use the box to input your answer. Answer 9 * (1) в I х, >