DL = 28 k/ft

LL = 29 k/ft

ysoil = 128 pcf

yconcrete = 155 pcf

 

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/ft Ye 3 = xxx lb/ft O = allow 4,850 lb/ft allow Allowable soil pressure