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Structural Analysis 84552 <br /> Tank Design Information <br /> Tank IMT 1550 SG Min Required Thickness <br /> Primary I Crosslink 1.90 0.39 <br /> Secondary I Crosslink 1.90 0.42 <br /> Fluid 1.26 <br /> Lugs 3 <br /> Anchors 7/8 inch Diameter 4 inch Embed <br /> Hilti HIT-RE 500 with <br /> ASTM A 193 B7 threaded rod 6 total <br /> Loading <br /> Pg 0.00 psf Live Load 20 psf <br /> Pf 0.00 psf Dead Load 800 lb <br /> Sds 1.146 Wind 115 MPH <br /> Sd1 0.493 <br /> V 10.10 k <br /> Code Specifications <br /> IBC IBC 2012 <br /> ASCE ASCE 7-10 <br /> Material Specifications <br /> Cross-Linkable High Density Polyethylene Tensile Yield Strength 2800 psi <br /> Linear Low Density Polyethylene Tensile Yield Strength 2600 psi <br /> Lugs Linear Low Density Polyethylene <br /> Anchor Bolts Hilti HIT-RE 500 V3 <br /> Cables 3/16" diameter with a breaking strength of 3210 lb. <br /> Design Notes <br /> * Design pressures are based on environmental loads and fluid pressures only! <br /> * Assumed 2000 psi concrete <br /> * Tanks assumed to be in continuous contact with the foundation. <br /> * Design Calculations based on new condition. <br /> * Anchor bolt recommendations based on minimum requirements <br /> * Final anchor bolt design by GC/Engineer Of Record based on site conditions. <br /> Page 2 of 10 <br />