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Redi-Pock Wall - Preliminary Calculation <br /> JVVB <br /> Sand <br /> Unit weight y = 120,0 pet <br /> Angle of internal friction : = 30.00" <br /> Cohesion of soil cet = 0.0 psf <br /> Saturated unit weight: yt= 130..0 pd <br /> Crushed Stone#57 <br /> Unit weight y 130.0 pcf <br /> Angle of internal friction : cpctf = 40.00 <br /> Cohesion of soil = 0.0 psf <br /> Saturated unit weight. -Nat= 140.0 pcf <br /> Foundation <br /> Foundation type: strip footing <br /> Depth from ground surface hz = 11.50 ft <br /> Depth of footing bottom d = 1.50 ft <br /> Foundation thickness t = 1,00 ft <br /> Incl.of finished grade si = 0,00 <br /> Incl.of footing bottom s2 = 0.00 <br /> Unit weight of soil above foundation= 120.0 pcf <br /> Geometry of structure <br /> Foundation type; strip footing <br /> Overall strip footing length = 10.00 ft <br /> Strip footing width(x) = 440 ft <br /> Column width in the direction of x = 033 ft <br /> Volume of strip footing = 4.40 ft3/ft <br /> Inserted loading is considered per unit length of continuous footing span. <br /> Material of structure <br /> Unit weight y= 130.0 pcf <br /> Analysis of concrete structures carried out according to the standard ACI 31802. <br /> Concrete : Concrete ACI <br /> Compressive strength f = 3000.0 psi <br /> Tensile strength fr. -= 410.8 psi <br /> Elastic modulus E, = 3122,0 ksi <br /> Longitudinal steel :A615(40 <br /> Tensile strength f = 40000.0 psi <br /> Elastic modulus E5 = 29000.0 ksi <br /> Transverse steel:A615/40 <br /> Geolo.ical rofile and assii nod sok <br /> Layk r <br /> No. Assigned soil Pattern <br /> 1 10..50 Crushed Stone#57 <br /> 2 Sand <br /> Load <br /> Pao 5 Rod Roc* refisson g7 15 0 f CoPricht(c)FINE Ltd 200Z f,,esawroe <br />