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Unformatted text preview: Stem Thickness: G = 1/12 hw (@top of footing) Toe Width: A = 1/4 L to 1/3 L Minimum Wall Batter: 1/4" per foot Top of Stem D not less than 10": D = G - (hw - h) x 1/2 Actual batter: (G - D)/(hw - h) Heel width: Deternine the factors of Safety for Overturning, Sliding, and Soil Bearing Required: (HW24 Due Friday 3 Dec 2010) Determine steel required for the "heel and the toe" (Parts 5a and 5b) Complete the Retaining Wall Design Include a drawing to scale from Autocad of the final design Make sure to set up the line weights correctly...
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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.
- Fall '10