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Unformatted text preview: 3. Volume of special excavation for exterior and interior strip footings. Assume 46 of 2.5 wide and 65 of 1.67 wide interior footings (provide 3 additional space on each side for formwork). 4. Volume of backfill 5. Number of 12-cy truck load to be hauled away. Swell factor = 15% and shrinkage factor is 95%. 6. Volume of concrete, area of formwork, and tonnage of rebar for strip footings (exterior and interior). 7. Volume of concrete, area of formwork, and tonnage of rebar for exterior walls....
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This note was uploaded on 08/29/2011 for the course BCN 6518 taught by Professor Chini during the Spring '11 term at University of Florida.
- Spring '11