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Write a computer program to solve Problem 6.63 using constant specific heat for both the sand and the liquid water. Let the amount and the initial temperatures be input variables.
Problem 6.63
A foundry form box with 25 kg of 200?C hot sand is dumped into a bucket with 50 L water at 15?C. Assuming no heat transfer with the surroundings and no boiling away of liquid water, calculate the net entropy change for the mass.
Determine the load factor against collapse by elastic instability of the frame in its own plane.
What are the two conditions of the process that are required for an isentropic process defined in (a) to take place ? Prove your answers with second law equation for a control volume.
true bearing of line is 300 and the magnetic declination is 30 w its magnetic bearing is what ? and next q. if the back
The coefficient of friction between the ball and the floor is 0.20.
given that E for the tube material is 70 GN/m2 and the stool legs are 75cm long, how much will each leg shorten under the applied compressive load (take g = 9.8m/s2)
A jet aircraft flies at a speed of 600 mph at an altitude of 40,000 ft. The atmosphere is the standard atmosphere. (1) What is the air pressure outside the aircraft (2) What is the Mach number of the flow around the aircraft
When the flowrate in a certain smooth pipe is 0.14 cubic meters per second, the friction factor is 0.06. What friction factor can be expected for a flowrate of 0.71 cubic meters per second?
A body slides down a frictionless plane and during the third second after starting from rest if it travels 20.4m. What is the angle of inclination of the plane?
determine the horizontal spacing of the vertical drains if the drains are installed in triangular grid to reach 90% of primary consolidation in 1.5 years after the commencement of fill placement
How to solve compound stress problems? any one can give me brief explanation?
A steel plate which is 1.5 m by 1.5 m and 30 mm thick is lifted by four cables attached to its corners that meet at a point that is 2 m above the plate. Determine the required cross sectional area of the cables
determine the value of f for which the tension in cable BE is maximum.
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