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Water flows through a horizontal 45 deg reducing bend with a 36 inch diameter upstream and a 24 inch diameter downstream at the rate of 20 cfs under a pressure of 15 psi at the upstream end of the bend. Neglecting the head loss, calculate the force exerted by the water on the bend.
determine the maximum live load deflection of the beam given that the length of the cantilever is 1750 mm, where does the maximum deflection occur
Design the following ciircuit and write a technical specification for the circuit. The circuit to include temperature measurement circuit, analogue-to-digital converter, memory, microcontroller and battery. The circuit will use LM 35 temp sensor a..
determine a dollar amount on December 31st , 2011 FOR $1000 equal payments made at the end of each of the previous 7 years including the current year. use an effective interest rate of 10% compounded annually.
QZY, Inc. is evaluating new widget machinesoffered by three companies. The machines have the following characteristics:
A permanent endowment at the University of Alabama is to award scholarships to engineering students. The awards are to be made beginning 5 years after the $10 million lump-sum donation is made
what is the engineering ethics case related to civil engineering with reference and discuss all the engineering ethics issues which covered the "Engineering etics concepte and cases?
The second should take two arguments of type sterling and return a value of the same type, which is the sum of the arguments. The third should take a sterling structure as its argument and display its value.
A concrete prism of 150×150×600 mm (tested under flexure) will normally give a higher modulus of rupture than the uniaxial tensile strength from an identical specimen. Why?
For the beam and loading shown, write the equation of he shear and bending-moment curves and determine the magnitude and location of the maximum bending moment
A reservoir discharge into a 60-inch concrete pipe (rough surface) that discharges freely. what is the pressure in the pipe at point A consider friction, but neglect minor losses.
A large drainage channel has a trapezoidal cross section with a bottom width of 75 feet and bank side slopes of 4:1 (H:V). If the normal depth of flow is 25 feet, compute the normal flow rate through the channel (Q in cfs).
Water at 60 degrees Fahreneit flows at 3 cfs through a 150-ft-long duct of 6 in X 9 in cross section. The pressure at the inlet end is 15 psig, and at the outlet, 20 ft higher than the inlet, it is 4 psig.
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