## Determine the foundation’s embedment depth, dimensions, and use the actual dimensions that are generally accepted in field construction to determine the allowable bearing capacity.

Bearing capacity problem with inclined load. A continuous footing is designed to support a bearing wall with a load of 300 kN∕m. The load on the wall footing is inclined with respect to the vertical direction at 15°. The groundwater table is 10 m below the ground surface. The subsoil is silty sand with effective cohesion of 15 kN∕m² and effective internal friction angle of 35°. The bulk unit weight above the groundwater table is 17.5 kN∕m³; the saturated unit weight below the groundwater table is 18.5 kN∕m³. Use FS = 3.0. Determine the foundation’s embedment depth, dimensions, and use the actual dimensions that are generally accepted in field construction to determine the allowable bearing capacity.

### Design a hydrocooling unit that can cool fruits and vegetables from 30 to 5°C at a rate of 20,000 kg/h under the following conditions

Design a hydrocooling unit that can cool fruits and vegetables from 30 to 5°C at a rate of 20,000 kg/h under the following conditions: The unit will be of flood….

### Design an experiment to show the effects of marination on the textural properties of the meat.

The most common application of using combined effects of acids, salts, and enzymes on protein denaturation in food preparation is meat marination. Marination enriches the flavor, increases the water retention, and….

### obtain the optimum loading of the two generating units in Problem 3.1 using the following technique

As an exercise, obtain the optimum loading of the two generating units in Problem 3.1 using the following technique. The two units are to deliver 100 MW. Assume both units….