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MOZAFFARI ENGINEERING <br />STRUCTURAL CALCULATIONS <br />C.B.C. 2019 <br />PROJECT TITLE: <br />STORAGE RACK ANCHORAGE <br />A.GEOMETRY & WEIGHT <br />SAVEM 4 <br />H <br />B.SEISMIC CRITERIA (ASCE 7 - 15.5.3) <br />R =4 2 I = <br />(15.4-2) <br />C.RACK LOADING (ASCE 7 - 15.5.3.3.2) <br />LOAD CASE a. (67% AT EACH LEVEL)LOAD CASE b. (100% OF HIGHEST LEVEL ONLY) <br />V =V = <br />OVERTURNING = OVERTURNING = <br />RESISTING =RESISTING = <br />UPLIFT = UPLIFT = <br />D.ANCHOR LOADING (ACI 318 - CHAPTER 17) <br />/2 (SUPPORTS/SECTION)x 2 (PER SUPPORT) <br />IN-LBS x 2 (Ω0)-/20-8319 <br />=(PER SUPPORT) <br />SEE ANCHOR CALCULATIONS PRINTOUT <br />946 LBS <br />1500 F STREET MODESTO, CALIFORNIA 95354 TEL-(209)572-4430 FAX-(209)572-4436 <br />SHEAR =756 LBS (Ω0) =756 LBS <br />UPLIFT =37634 0.90 x 37400 IN-LBS 44 IN. <br />57273 IN-LBS 37634 IN-LBS <br />70730 IN-LBS 37400 IN-LBS <br />56 LBS/LEG 197 LBS/LEG <br />TOTAL WEIGHT = 3215 LBS TOTAL WEIGHT = 1700 LBS <br />756 LBS 400 LBS <br />1550 LBS 381 LBS <br />5 84 IN.50 LBS 0 LBS 5 84 IN.50 LBS 0 LBS <br />4 96 IN.1055 LBS 374 LBS 4 96 IN. <br />50 LBS 6 LBS <br />3 72 IN.720 LBS 191 LBS 3 72 IN.50 LBS 9 LBS <br />2 48 IN.720 LBS 127 LBS 2 48 IN. <br />LOAD FX <br />1 24 IN.720 LBS 64 LBS 1 24 IN.50 LBS 3 LBS <br />LEVEL HEIGHT LOAD FX LEVEL HEIGHT <br />YES 1.50 <br />CS, MIN. =0.078 CS =0.235 <br />SDS =0.627 S1 =0.260 Ω0 =PUBLIC ACCESS: <br />44 IN.48 IN. <br />5 84 IN.2000 LBS <br />TOTAL WEIGHT = 4700 LBS END SIDE <br />3 72 IN.1000 LBS <br />4 96 IN.1500 LBS <br />1 24 IN.1000 LBS <br />2 48 IN.1000 LBS <br />WEIGHT OF RACK =200 LBS <br /># OF LOADED SHELVES = <br />JOB NO.:20-8536 <br />DATE:2/16/2021 <br />SAVEMART # 209 <br />22" GONDOLA SHELVES (WORST CASE) <br />Page 2