DL = 28 k/ft LL = 29 k/ft ysoil = 128 pcf yconcrete = 155 pcf Using
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DL = 28 k/ft
LL = 29 k/ft
ysoil = 128 pcf
yconcrete = 155 pcf
Transcribed Image Text:
Using your custom-made data, determine: (a) The pressure due to the weight of soil fill on top (b) The pressure due to the weight of R/C footing (c) The effective soil pressure (d) The width of footing (B) (e) The bearing pressure for stregth design (q) R/C Footing 2 ft Il DL= xxx k/ft LL = xxx k/ft T B = ? TRST 4'-6" Ys = xxx lb/ft³ Ye 3 = xxx lb/ft ³ O = allow 4,850 lb/ft² allow Allowable soil pressure Using your custom-made data, determine: (a) The pressure due to the weight of soil fill on top (b) The pressure due to the weight of R/C footing (c) The effective soil pressure (d) The width of footing (B) (e) The bearing pressure for stregth design (q) R/C Footing 2 ft Il DL= xxx k/ft LL = xxx k/ft T B = ? TRST 4'-6" Ys = xxx lb/ft³ Ye 3 = xxx lb/ft ³ O = allow 4,850 lb/ft² allow Allowable soil pressure
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Related Book For
Income Tax Fundamentals 2013
ISBN: 9781285586618
31st Edition
Authors: Gerald E. Whittenburg, Martha Altus Buller, Steven L Gill
Posted Date:
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