img010 - 1mz= 100pcf 753E 108pcf ”7w 2 62.4pcf For loose...

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Unformatted text preview: 1mz= 100pcf 753E: 108pcf ”7w 2: 62.4pcf For loose sand: 551/3: 0 cl: := 30 B 2: Sfi M: B = 5-1”: Dw:= lSfi Df := 2511 F8 := 3 For 0 = 30 degree: Nc := 30.14 Nq := 18.40 N1 := 15.668 Shape Factor (for 0 >= 10): 2 >‘cs :2 1 + 0.20-(2).l:m1{(45 + ijifl = 1.6 L 2 180 2 ._ E . 2 ,L _ __ _ xqs ._ 1+ 0.10-(L) [m|:(45 + 2) 180:“ _»1.3 x15 .~ qu _ 1.3 Depth Factor (for 0 >= 10): x -—1+010 2 45+9 1 ~1os7 -—x —1087 qd' ' B 2 180 ' Md' qd" Inclination Factor (for a = 0): M: 1.00 xqiz= 1.00 Mi:=1.00 '1 1: 7m = IOO-pcf q := "lm'Df = 250-psf 1 qu := c‘Nc-xcsolcd-xci + q-Nq-qu-Xq .xqi + 3-7.3.N1-Ms-qu-Mi = 12031-ka For a circular footing applied eccentric loading with e =1.0 ft 3,5: 1.00 = 0.2 (0 < e/B < 0.3) P. B Re ;= 1 _ ’3 = 0553 (for cohesionless soils) B qult : qu'Re 2 := 3’;— = 19.63502 Qu := qult-A = 130.583-kip ...
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