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KCJ Engineering Inc. <br /> 25431 Cabot,Sulte 109 Client: Containment Solutions <br /> Laguna Hills,CA.92653-5526 Project: 1000 Gal. Kombo Tank <br /> 4P Tel(949)380-8186 Date: 8/25/2017 <br /> Fax(949)588-1664 <br /> C,'l 0.99 <br /> Kz1 From ASCE 7 Figure 6-4 1 <br /> Iw From ASCE 7 Table 1.1 1.15 lbs. <br /> PM =q.*K.*C„e[l*Kzt] 50.775962 psi <br /> A Largest Tank Area =H*L 79.166667 ftp <br /> Vw Horizontal Force From Wind =P*A 4.0197636 kips <br /> Mo-r.w Moment Overturning from Wind =Vw." 100.49409 in*kips <br /> MR.9„pcy Moment Resisting Empty =0.66*WL*W/2 57.684 in*kips <br /> Note: Moment Overturning Restraint Required <br /> 42.81009 in*kips to be restrained <br /> Seismic Site Class D(Outside Fault Line) <br /> F8 1.25 <br /> R From ASCE 7 Table 25.4-2 3.0 <br /> Ss 1.5 <br /> 1 From ASCE 7 Table 15.5-1 1.5 <br /> SOS 1.25 <br /> Ca 0.625 <br /> Seismic Category D <br /> WP From Full Tank Weight Above 12000 lbs. <br /> FP 7500 lbs <br /> Occupancy Category IV <br /> FP That is used for design In this program 7.6 kips <br /> MOT_P Moment Overtuming from Seismic =Fpw 187.5 ln*kips <br /> MR-FIS Moment Resisting Full x.66*Wp*W/2 182.16 In*kips <br /> Note: Moment Overturning Restraint Required <br /> 5.34 in*kips to be restrained <br /> umm <br /> Max.Total Vertical Load 12 kips <br /> Max.Total Horizontal Load 7.5 kips <br /> Max Total Overturning Restraint Required 42.81009 in*kips <br /> Overturnina Restraint <br /> 1,000 Gal K r xlsx 2 of 6 <br />