The compressor weighs 2,060 lb, and operates at 1,800 rpm. At this operating speed, undesirable v...
The compressor weighs 2,060 lb, and operates at 1,800 rpm. At this operating speed, undesirable vibration occurs when the compressor is attached directly to the floor of a small building in a manufacturing plant. To reduce the annoying, and potentially damaging, vibration of the concrete floor that is resting on a silty-clay soil, it is proposed to isolate the compressor by mounting it on a square concrete block separated from the rest of the concrete floor as shown. The density of the concrete block has been measured as 23,563 N/m3, and the vertical compression coefficient ke of the silty-clay soil has been experimentally determined to be ke-20.36(10)° N/n3. The geometry of the compressor leads to choosing a block 2 by 2 m. Determine the depth h of the block that will yield a 75% reduction in the force transmitted by the compressor-block system to the supporting soil m Compressor Asphalt filler Floor Fo sin co Conerete block ^ k (soil)
The compressor weighs 2,060 lb, and operates at 1,800 rpm. At this operating speed, undesirable vibration occurs when the compressor is attached directly to the floor of a small building in a manufacturing plant. To reduce the annoying, and potentially damaging, vibration of the concrete floor that is resting on a silty-clay soil, it is proposed to isolate the compressor by mounting it on a square concrete block separated from the rest of the concrete floor as shown. The density of the concrete block has been measured as 23,563 N/m3, and the vertical compression coefficient ke of the silty-clay soil has been experimentally determined to be ke-20.36(10)° N/n3. The geometry of the compressor leads to choosing a block 2 by 2 m. Determine the depth h of the block that will yield a 75% reduction in the force transmitted by the compressor-block system to the supporting soil m Compressor Asphalt filler Floor Fo sin co Conerete block ^ k (soil)