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KCJ Engineering Inc. <br /> 25431 Cabot,Suite 109 Client: Containment Solutions <br /> Laguna Hills,CA.92653-5526 Project: 1000 Gal. Kombo Tank <br /> Tel(949)380.8186 Date: 8125/2017 <br /> Fax(949)588-1664 <br /> Runs along the length <br /> Mmax+ Cantilever:Qfnax width*((S-L)12r2/2 3.1306703 in*kips/per ft. <br /> As+ M-1.5/(0.9*FY-1d) 0.0322085 In"2/per ft. <br /> Mmax+ Span between Skids:Qmax width*(x)A2/11 3.9301462 In*ldps/per ft. <br /> As+ M*1.51(0.9* Fy*jd) 0.0404336 In^21 per ft. <br /> Mmax- Qmax width*(x)A2/9 4.803512 in*kips/per ft. <br /> d„q depth to negative reinforcement 3 in <br /> As- M*1.51(0.9*Fy*}d1Bg) 0.0494188 In^2/per ft. <br /> As min =0.0018*b*t (per ACI sec. 10.5.3&7.122) 0.1296 In^21 per ft. <br /> Lateral Restraint <br /> Depth Below Ground(12•min for Freea nvm4 6 in, <br /> QLS Allowable Lateral Sling Resistance 100 psf <br /> QLB Allowable Lateral Bearing 100 psf/ft depth <br /> A Slab Area=w*1 98 tt^2 <br /> App„ Short Side Area=w*Depth 3.5 ft^2 <br /> A Long Side Area=I*Depth 7 ft^3 <br /> Lateral Resistance 0.0875 kips <br /> Full Tank Wt.(use.4 f&ftn factor in Lateral Resistance) 7.74 taps <br /> 7.8 2 7.5 OK <br /> FwUng Summary OK-All Cells Report OK <br /> Largest Required As+ d= 3 0.13 in"2/per ft. 0.10 EQ <br /> Largest Required As- dme 3 0.13 In"2/per ft. 0.10 EQ <br /> 1,000 Gal KTadsx 6 of a <br />