Q#01. A column 18′′ square with fc​′=4.5ksi reinforced with 8#8 bars of fy​=40ksi, supports a dead load of 205kips and l

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Q 01 A Column 18 Square With Fc 4 5ksi Reinforced With 8 8 Bars Of Fy 40ksi Supports A Dead Load Of 205kips And L 1 (27.71 KiB) Viewed 46 times

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Q#01. A column 18′′ square with fc​′=4.5ksi reinforced with 8#8 bars of fy​=40ksi, supports a dead load of 205kips and live load of 195kips. The allowable soil pressure is 5k/ft2. Design a square footing with base 5′ below surface. Take unit weight of soil equal to 110psf. CLO-2, PLO-3, C-6 Q#02. Design square spread footings for the service dead load of 350kips, service live load of 275 kips. Soil density is 130lb. ft3. Allowable soil pressure is 4500psf. Column is 18 in. square. fc′=3.5ksi and fyy​=60ksi. Place bottom of footing at 5ft below floor level. CLO-2, PLO-3, C-6