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How to design drain side walls with excel calculation
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fck = 25.00 b 1000 mm fy = 500.00 D 230 mm surcharge Load W = 50.00 d 188 mm Φ= 30.00 deg Ka = 0. γs = 20. H = 2.00 m H Pa 13.33 kn 33.33333 kn Lever Arm 0.67 m h/ Mu 8.89 kNm/m surcharge Mu 33.33 kNm/m Total Mu 63.33 kNm/m Formula: +ROUND((0.525/500)1000188(1-SQRT(1-((4.663.333333333333310^6)/(251000188^2)))),2) Ast required = 852. Dia of bar = 16 Nominal Bar area = 201.06 ` Spacing required = 235.96 mm Spacing provided = 200. Ast provided = 1005. hence :- 16.00 @ 200 mm 5 No. of bars Percentage of steel, Ast 0.53 % provided CHECK FOR SHEAR AT BASE Shear force at wall base junc = 70.00 kn
OK N/mm^2 N/mm^2 kn/m^2 kn/m^3 1/2 x Ka x γ x H^2 K x γ x H mm^2 /m mm^2 mm^2 per metre Nominal shear stress τv = N/mm^2 Allowable shear stress τc = N/mm^2