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Project No.:22E-020 <br /> RIDGELINE Date: 5/251202 <br /> 2 <br /> E N G I N E E R I N G <br /> PROJECT DESCRIPTION = <br /> North County Recycling and Sanitary Landfill-240 Gallon Tank Anchorage <br /> 17720 E Harney Lane <br /> Lodi,CA 95240 <br /> STRUCTURAL DESIGN , OAK <br /> DIMENSIONS <br /> Height: 4.1 ft Anchor Spacing:-ft <br /> Centroid: 2.0 ft <br /> Long Side: 4.1 ft <br /> Short Side: 2.8 ft <br /> SEISMIC LOAD <br /> Rigid Nonbuilding Structures:V=0.30SDSWIe [ASCE 7-16.Eq 15.4-5.pg 1491 <br /> Occupancy Category: II [ASCE 7-16,Table 1.5-1.pg 41 <br /> Site Class: D <br /> Site Design Response Acceleration,SDS: 0.476 <br /> Weight,W: 2651 Ib <br /> Importance Factor,le: 1 [ASCE 7-16.Table 1.5-2.pg 51 <br /> Lateral Seismic Base Shear,V: 378.6 Ib <br /> Tension,T: -939.2 Ib <br /> ANCHOR LOAD CHECK <br /> Type:5/8"0 x 4 3/4"Hilti Kwik Bolt II <br /> #of Anchors in Shear: 4 <br /> #of Anchors in Tension: 2 <br /> Actual Allowable <br /> Shear Load per Anchor: 94.7 Ib < 7660 Ib 0K 1.24% <br /> Tension Load per Anchor: 0.0 Ib < 3495 Ib 0K 0.00% <br /> Combined Check: 1.2% < 100% 0K 1.24% <br /> DESIGN SUMMARY <br /> Use[4]5/8"diameter x 4 3/4"Hilti Kwik Bolt II <br />