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Project No.: <br /> IDGEIINE Date: l(V25 <br /> 219 <br /> ENGINEERING <br /> PROJECT DESCRpT10N __ <br /> Ran s to rv'sce Tank Insia9ation <br /> 25533 CA-99 <br /> Acampo,CA 95220 <br /> STRUCTURAL DESIGN <br /> •U ED MOTOR OIL TMK <br /> Height: 5.0 it Anchor Spacing: 63.0 in <br /> SEISMIC PARAMETERS MD LOADS•USED MOTOR OIL TANK(FULL) <br /> Rigid Nonbuilding Structures:V=0.30SD&K [ASCE 7-16.Eq 15.4-5.pg 1961 <br /> Site Design Response Acceleration,SDS; 0.571 <br /> Weight,W: 8862 Ib <br /> Importance Factor,I,: 1 [ASCE Table 1.5-2,pg 41 <br /> Lateral Seismic Base Shear,V: 1518.0 Ib <br /> Tenslon,T: -2985.2 Ib <br /> SEISMIC PARAMETERS AND LOADS•USED MOTOR OIL TANK(EMIF Y) <br /> Rigid Nonbuiiding Structures:V=0.30SreW4 [ASCE 7.19,€q 15.4-5,pg 1061 <br /> Site Design Response Acceleration,SDa: 0.571 <br /> Weight W. 4175 Ib <br /> Importance Factor,I,: 1 [ASCE Table 1.5-2.pg 41 <br /> Lateral Seismic Base Shear,V. 715.1 Ib <br /> Tension,T: -14D6.2 Ib <br /> ANCHOR DESIGN SUMMARY•USED MOTOR OIL TANK <br /> Type:518"0 x 4 314"HILTI KWIK BOLT 3 <br /> #of Anchors in Shear: 6 <br /> #of Anchors In Tension: 3 <br /> A0111111 AAowabie <br /> Shear Load per Anchor: 253.0 Ib < 5820 Ib [K 'L% <br /> Tension Load per Anchor: 995.1 Ib < 14665 Ib w °. <br /> Combined Check-. 11.1 % < 100% w If 13 1< <br />