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Unformatted text preview: e. Total cubic yards of concrete. 3) Area of form work for Thickened Edge. 4) Area of form work for Tie Beam. 5) Weight of Rebar for Tie Beam. Assume rebar comes in 20’ lengths. Do not include vertical rebar from block wall. 6) What is the difference between a tie beam and a bond beam? 7) Area of exterior CMU. Do not include tie beam. 8) Area of interior CMU. There are no tie beams on interior walls. 9) Number of CMU blocks required on this project. Assume 10% for waste and partial block use. 10) Weight of vertical rebar in exterior CMU wall. Assume one bar splice per vertical drop. 11) Length of horizontal joint reinforcing at exterior wall. Assume stock lengths are 20ft. 12) Quantity of grout in filled cells....
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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