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KC.I Engineering Inc. <br /> 25431 Cabot,Suite 109 Client: Containment Solutions <br /> Laguna Hills,CA. 92653-5526 Project: 1000 Gal. Kombo Tank <br /> 4P Tel(949)380-8188 Date: 8/25/2017 <br /> Fax(949)588-1664 <br /> 01 Long side/Short side of Skid 7.6666667 <br /> as Constant 40 <br /> Case i <br /> dreq =V,/+*(2+"c)(f'cn.5*bo 0.2457017 in. <br /> 0.2457017 S 3 OK <br /> Case 2 <br /> d,4 =Vu/t*(ft*d/bc+2)(fc)"0.5*b, 0.1964572 in. <br /> 0.1964572 S 3 OK <br /> Case 3 <br /> dreg =Vu/V4*(f'c)^0.5*bo 0.1648989 In. <br /> 0.1548989 :5 3 OK <br /> Check the Thickness For One-way Shear <br /> Width <br /> Vu Max Shear(Q,=w m*w*(I-L/2)) 1.3569728 kips <br /> dreg =VJV(f e)^0.5"w*d 0.1156621 in <br /> 0.1156621 <_ 3 OK <br /> Length <br /> Vu Max Shear I*(w-W/2)) 5.7630332 kips <br /> d„q =VJV(f'0".5*I*d 0.2456072 In <br /> 0.2456072 :9 3 OK <br /> Rebar Calculations <br /> Runs along the width <br /> Mmax+ Cantilever:Amax width*((w-W)/2)A2/2 3.9106297 in*kips/per ft. <br /> As+ M*1.5/(0.9*Fy'jd) 0.0402328 in^2/per ft. <br /> 1,000 Gal KT.xlsx 5 of 6 <br />