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7/14 <br /> QuickWall 8 . 1 - RETAINING WALL ANALYSIS AND DESIGN <br /> Job ID : 30201 <br /> Job Description : Standard 9 ft basement wall Designed By : RDH PE <br /> FOOTING DESIGN METHOD: Ultimate Strength ACI 318-14 <br /> STEM DESIGN METHOD Ultimate Strength ACI 318-14 (Concrete) <br /> Software (Most Current Software Update ACT 318-11-Per Table R404 . 1 .2 (8) No change) <br /> WALL TYPE Basement Wall, restricted against sliding <br /> RETAINING WALL DIMENSIONS : <br /> Wall Stem Height = 9 . 00 ft. <br /> Stem Thickness @ Ton = 8 . 00 in. <br /> Stem Thickness @ Bottom = 8 . 00 in. <br /> Footing Thickness = 7 . 00 in. <br /> Heel Width Min. = 0. 33 ft. Design Heel Width = 0.33 ft. <br /> Max. = 0 . 33 ft. <br /> Toe Width pin. = 0 . 33 ft. Design Toe Width = 0. 33 ft. <br /> Max. = 0 . 33 ft. <br /> Footing Key Depth = 0. 00 ft. Design Key Depth = 0 . 00 ft . <br /> Footing Key Width = 0 . 00 ft. Design Key Width = 0 . 00 ft . <br /> BackFill Slope (Vert/Horiz) = 0 . 00 : 12 <br /> RETAINING WALL LOADS : <br /> Horizontal Equivalent Fluid Pressure = 35. 00 pcf. (Load Case = Soil) <br /> Backfill Height = 8 . 50 ft. <br /> Equivalent Fluid Pressure Angle = N/A deg. <br /> Vertical Surcharge on Backfill = 0 psf. (Load Case = Soil) <br /> Horizontal Surcharge = 0 psf. (Load Case = Wind) <br /> Vertical Surcharge on Toe = 0 psf. (Load Case = Soil) <br /> Wind Load on Fence = 0 psf. (Load Case = Wind) <br /> Fence Height = 0 . 00 ft. <br /> Line Ld. Type Magnitude Dist . (x) Load Case <br /> No. (H or V) (plf) (ft. ) <br /> 1 <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> Notes : 1 . "H" = Horizontal loads . "V" = Vertical loads . <br /> 2 . Vertical loads are positive down. <br /> 1/10/20] 8 4 : 36 PM 1 of 8 <br />