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PROJECT Air Liquide <br />FOR Modula <br />SHEET NO.9 <br />CALCULATED BY RF <br />DATE 2/27/2023 <br />LOAD COMBINATIONS: SLAB AND SOIL <br />Load combination per ANSI/ASCE 7-16 Resultant Load combination <br />1 1.4D + 1.2PL 1.4D + 1.2PL <br />2 1.2DL +1.4PL +1.6LL 1.2DL +1.4PL <br />3 1.2DL +0.85PL +0.5LL 1.2DL +0.85PL <br />4 1.2DL + 0.85PL + 0.5LL 1.2DL + 0.85PL <br />5 (1.2+0.2SDS)DL + (0.85+0.2SDS)PL + 0.5LL +1.0EL 1.37DL + 1.02PL +1.0EL <br />6 (0.9-0.2SDS)DL + (0.9-0.2SDS)PL -1.0EL 0.73DL + 0.73PL -1.0EL <br /># of LEVELS = <br />DL/base plate =1,542 LB <br />PL/base plate =6,201 LB <br />EL/base plate =3,200 LB <br />Load combination 1 <br />Pmax =1.4D + 1.2PL <br />=1.4 x 1542 LB + 1.2 x 6201 LB <br />=9,600 LB <br />Load combination 2 <br />Pmax =1.2DL +1.4PL <br />=1.2 x 1542 LB + 1.4 x 6201 LB <br />=10,532 LB <br />Load combination 3 & 4 <br />Pmax =1.2DL +0.85PL <br />=1.2 x 1542 LB + 0.85 x 6201 LB <br />=7,121 LB <br />Load combination 5 <br />Pmax =1.37DL + 1.02PL +1.0EL <br />=1.37 x 1542 LB + 1.02 x 6201 LB + 1.0 x 3200 LB <br />=11,622 LB <br />Load combination 6 <br />Pmax =0.73DL + 0.73PL -1.0EL <br />=0.73 x 1542 LB + 0.73 x 0.67 x 6201 LB - 1.0 x 3200 LB <br />=970 LB <br />MATERIAL HANDLING ENGINEERING <br />TEL: (909) 869-0989 / FAX: (909) 869-0981 <br />INC. <br />SEIZMIC