2010 BRAE 433 HW8

2010 BRAE 433 HW8 - 26 inches (by 1 inch increments). Also...

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BRAE433 - HW8 1) Given: Concrete with unit weight from 90 lb/ft^3 to 160 lb/ft^3 and f'c from 3000 psi to 7000 psi. Required: Develop a spreadsheet that will display in a table the values of Ec. Round Ec to the nearest ksi. 2) Given: Vary width from 6 inches to 14 inches (by 1 inch increments) and the depth from 14 inches to
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Unformatted text preview: 26 inches (by 1 inch increments). Also f'c from 3000 psi to 8000 psi. Required: Develop a spreadsheet that calculates the cracking moment assuming no rebar. Note: Print the solution and a separate page with the formulas....
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This note was uploaded on 01/13/2011 for the course BRAE 433 taught by Professor Styles during the Fall '10 term at Cal Poly.

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