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A -6% grade meets a 9% grade at station 2 + 185 of elevation 150 m. The lengths are L1 = 70 m. And L2 = 50 m. Calculate the elevation at PC and PT. Calculate also the station and elevation of the lowest point on the curve.
Determine the pore water pressure distributions on the upstream and downstream faces of the wall. (d) Would piping occur if e = 0.55?
Implementing Energy Saving Measures - analyse the energy related time series data from a non domestic building and to produce a technical report
a low broad crest weir is installed in a wide, rectangular channel to reduce the flow velocity. the channel is 60ft wide, the channel slope is 1 to 2000. Manning's roughness coefficient n=0.014. the discharge per unit channel width is q=60 cfs/ft.
An HSS 10×8×3?16 is used as a compression member with one end pinned and the other end fixed against rotation but free to translate. The length is 12 feet. Compute the nominal compressive strength for A500 Grade B steel
Determine the mass flowrate through boiler needed to produce 5000KW of power.
A tension specimen has a gauge length of 8 inches and a diameter of .505 inches. A load of 9580 pounds was found to develope a stress in the specimen equal to the proportional limit of materials.
Assume you are an observer standing at a point along a three-lane roadway. All vehicles in lane 1 are travelling at 30 mi/h, all vehicles in lane 2 are travelling at 45 mi/h, and all vehicles in lane 3 are travelling at 60 mi/h
The pipe shown is subjected to a force of magnitude F = 800N. Determine the angle θ between F and the pipe segment BA, and the magnitudes of the components of F which are parallel and perpendicular to BA.
Determine appropriate dimensions of the finished water clearwells to achieve adequate disinfection using chlorine. Flow Rate Q = 30 million gallons paer day.
Determine the settlements when a stress of 100 kPa is applied by the building over an area of 10m × 5 m on the soil surface.
Water is flowing in a trapezoidal channel with 10 ft bottom width and 2H/IV side slopes. The channel is running on a slope of 0.00778 ft/ft and the flow exerts a shear stress of 1.5 lbs/ft2 on the channel bed. What is the depth of flow in this cas..
To determine the elevation of a point B from the elevation of a point A, which is 511.6 ft. When the transit was set up over the point A, the height of the transverse axis above that point was 4.92 ft.
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