A B 30° 7. Determine the maximum force P that can be applied without moving the two Y-kg crates. Coefficient of Static friction = 0.25

Q: y eyebolt X tension rod 12 T Horizontal component for force T =. _N, if T=1000N

A: A loaded beam is given and it has been asked to determine component of forces, please refer step 2…

Q: Given the shape below, calculate the moment of inertia about the horizontal axis, which passes…

A: Given:- The dimensions of the shape are:- b1 = 21  b1a = 13  t1 = 0.5 b2 = 10  t2 = 0.6 To…

Q: w=24kn/m a = 15m I = 70 x 10^6 mm^4 E = 200 GPa Find displacement at C using moment area method

A: Given Data  E = 200 GPa = 200 × 103 N/mm2  I = 70 × 106 mm4  Determine the displacement…

Q: Determine the maximum deflection of the beam. Assume that a wooden beam has a vertical deflection…

A: Ans is given below

Q: Determine the slope at the tip of a cantilever beam, loaded by a uniform distributed load over its…

A: Solution:

Q: Three steel rods, each having a cross-sectional area of 500 mm2, are assembled in a symmetrical…

A:

Q: Given the shape below, calculate the moment of inertia about the horizontal axis, which passes…

A: To find moment of inertia about horizontal axis

Q: Bar ABCD is rigid and rotates freely about B. Determine the vertical displacement of point D given…

A:

Q: The 16 x 22 x 25-mm rubber blocks shown are used in a double U shear mount to isolate the vibration…

A:

Q: Determine the x-coordinate of the mass center of the tapered steel rod of length L where the…

A:

Q: A massless beam supports two weights as shown. Find W such that the supporting force at A is zero.…

A: To find W such that reaction at A is zero

Q: (1 5 -4 Given the matrix A = 1-3 4 2 2 4 (a) Find the determinant of A. [4 marks] (b) Calculate the…

A: Refer to attachment for details

Q: A TITTIT 60⁰ Solve for: E 60⁰ 60° B W 60° 60° P Case 1: P=10N; W = ON Case 2: P=ON; W = 100N Case 3:…

A: Find FBC, FBD, FDE, FAB, FBE, FEA, and FCD

Q: Given the shape below, calculate the moment of inertia about the horizontal axis, which passes…

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.