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Design a reinforced concrete footing foundation for a shed. In this shed, 4 numbers of 500mm square reinforced concrete columns transmit a design load N*=1000KN to 4 numbers of square footings. Each footing is 5000 mm gridline square apart. Design the footings using grade N25 concrete and factored soil bearing capacity qu=200 kN/m2 at a depth of 1.5m. Try steel ratio = 0.01. Please design the dimension of the footings and provide calculations (if the soil can bear, how many bars needed?)
A particle enters a 20 meter long rectangular settling tank an travels with the flow at a horizontal velocity of 0.09 meters per second. If the tank is 2 meters deep and the particle enters the tank at the surface of the water, what is the longest am..
The water experiences a temperature rise of 14°F. The air leaves the cooling section saturated at 70°F. Determine (a) the rate of heat transfer, (b) the mass flow rate of the water, and (c) the exit velocity of the airstream.
A 100-ft steel tape of cross-sectional area 0.0025 in.2, weight 2.3 lb, and standardized at 68°F is 99.992 ft between end marks when supported throughout under a 12-lb pull. What is the true horizontal length of a recorded distance AB for the cond..
the fixture ac is designed with a screw adjustment to regulate the height of the 900 n load supported by the roller
A 27ft beam has a uniform load of 6kip/ft. along its entire length. From left to right x=0ft to x=27ft. At x=0 ft it is pinned and at x=18 ft there is a roller. So, the 9 ft end section is cantilevered.
The height of water level in the tank is 5 m above the axis of the pipe. Determine the velocity of flow at the exit of the pipeline considering all losses. Assume Darcy's frictional coefficient f= 0.01 for the two sections of the pipe.
The steel pipe shown carries water from the main pipe A to the reservoir and is 2 in. in diameter and 240 ft long. What must be the pressure in pipe A to provide a flow of 50 gpm? PLEASE include momentum and force diagrams.
You need to prepare a Research paper on life cycle cost analysis regarding pavements
Does Bernard have an unfair advantage over firms having designed the project on which he wants to bid?
Determine the surface area of a primary settling tank sized to be handle a maximum hourly flow of 0.570 m3/s at an overflow rate of 60 m/day.If the effective tank depth is 3.0 m
A 10cm long cylindrical rod of steel is elongated to become 12.1cm long by the application of a force of 10kN.
A mixing chamber has two steady streams and one steady stream. The properties of the first stream is superheated steam at T1 = 400oF, h1 = 1,239 Btu/lbm and flow rate m1 = 20 lbm/h. The second stream is compressed liquid at T2 = 70oF, h2 = 38 Btu/lbm..
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