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PmjeaTitle: 7-Eleven Fuel Tanks <br /> Discipline:Structural <br /> CULLUMBER ENGINEERING <br /> Project No.: CN1117 Originator: C.Dilworth Date: 5/17/2018 <br /> omponent: Buoyancy Calculations Checked: W.Cullumber Date: 5/17/2018 <br /> Shear Check <br /> V,;= 0.0316(sgrt(f,,)b,*,d <br /> 0= 2.0 Simplified Procedure <br /> bw 48.0 in <br /> d= 33.0 in <br /> V�= 158.29 k <br /> 0= 0.9 <br /> 4)V minimum shear reinforcement <br /> OVA 142.46 k <br /> 0.5*4)V,= Limits of shear reinforcement <br /> 0.5*OVA 71.23 kip <br /> Conservatively check shear at face of support(allowed d/2 out) <br /> V"= 13.91 k <br /> No Stirrups Required <br /> Min.Temp.Reinforcement(Transverse) <br /> Area of Conc.= 1728 in^2 <br /> Min.reinforcement=0.0018*Ac <br /> Min.reinf.= 3.1104 in^2 <br /> Area#5 Bar= 0.31 in^2 <br /> Number of#5 bars= 10.03 bars total <br /> Top Mat= 5 bars <br /> Bottom Mat= 5 bars <br /> Spacing Top= 12 in o.c. <br /> Spacing Bottom= 12 in o.c. <br /> The contractor shall install(1)mat of#5 bars @ 12"o.c.top in the transverse direction and(1)mat <br /> of#5 bars @ 6"o.c.bottom in the transverse direction of Deadman slab <br /> PROPRIETARY AND CONFIDENTIAL- DO NOT COPY 9 of 10 <br />