1995 S Standard Ave- Bays - Plan

Home Browse Search

OVERTURNING ANALYSIS Configuration1 Bay 1 - 120" (Option 1) Per RMI Sec 2.6.9 and ASCE7-16. Sec 15.5.3.6. Weight of rack with all levels loaded to 67% capacity, & with only top level loaded FULLY LOADED Wpl = 30,000 lbs Wdl = 600 lbs Wpl . 67% = 30,000 . 0.67 = 20,100 lbs VTrans = (1 . 0.255 . 1 . ((0.67 . 20,100) + 600)) = 3,587 lbs Movt = VTrans . Ht = 3,587 . 248 = 889,576 in-lbs Mst = ((Wpl . 0.67) + Wdl) . d . Factor = ((30,000 . 0.67) + 600) . 38 . 0.5 = 393,300 in-lbs Puplift = 1 . (Movt - Mst)/d = (889,576 - 393,300) / 38 = 13,059 lbs PMaxDown = 1 . (Movt + Mst) / d = (889,576 + 393,300) / 38 = 33,759 lbs TOP SHELF LOADED Shear = 1,428 lbs Movt = VTop . Ht = 1,428 . (312 + ((60 - 10) / 2)) = 481,236 in-lbs Mst = (l + Wdl) . d = (5,000 + 600) . (38 . 0.5) = 106,400 in-lbs Puplift = 1 . (Movt - Mst)/d = (481,236 - 106,400) / 38 = 9,864 lbs ANCHORS No. of Anchors (#Anchors): 6 Pull Out Capacity per Anchor (TAnchor): 2,891 lbs Shear Capacity per Anchor: 3,351 lbs SIDE LOADS ON TOP SHELF Top loaded shelf level (H) = 312 in. Movt = 1.6 . 350 . H = 1.6 . 350 . 312 = 174kip Puplift = Movt/d = 174 / 38 = 4,597 lbs PResist = 0.95 . TAnchor . #Anchors . Row Spacer Stress = 0.95 . 2,891 . 6 . 0.918 = 15,127 lbs COMBINED STRESS Fully Loaded = ((13,059 / 6) / 2,891) + ((3,587 / 12) / 3,351)= 0.842 Top Shelf Loaded = ((9,864 / 6) / 2,891) + ((1,428 / 12) / 3,351)= 0.604 Seismic UpLift Critical (LC#7B)= (15,127 / 6) / 2,891 = 0.872 Side Load Top Shelf = ((4,597 / 2) / 6) / 2,891 = 0.133 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: Behr Process Corp Interlake-Mecalux_Gabr 1995 S Standard Av Santa Ana, CA 22 kelvira 4/11/2024 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PN:20240411_15