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<br />OVERTURNING ANALYSIS Configuration1 1 <br />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 <br />FULLY LOADED <br />Wpl = 16,000 lbs Wdl = 400 lbs <br />Wpl <br /> . 67% = 16,000 . 0.67 = 10,720 lbs <br />VTrans = (1 . 0.2625 . 1 . ((0.67 . 10,720) + 400)) = 1,990 lbs <br />Movt = VTrans <br /> . Ht = 1,990 . 165 = 328,350 in-lbs <br />Mst = ((Wpl <br /> . 0.67) + Wdl) . d . Factor <br />= ((16,000 . 0.67) + 400) . 42 . 0.5 = 233,520 in-lbs <br />Puplift = 1 . (Movt - Mst)/d = (328,350 - 233,520) / 42 = 2,257 lbs <br />PMaxDown = 1 . (Movt + Mst) / d = (328,350 + 233,520) / 42 = 13,377 lbs <br />TOP SHELF LOADED <br />Shear = 1,155 lbs <br />Movt = VTop <br /> . Ht = 1,155 . (192 + ((48 - 10) / 2)) = 243,705 in-lbs <br />Mst = (l + Wdl) . d = (4,000 + 400) . (42 . 0.5) = 92,400 in-lbs <br />Puplift = 1 . (Movt - Mst)/d = (243,705 - 92,400) / 42 = 3,602 lbs <br />ANCHORS <br />No. of Anchors (#Anchors): 4 <br />Pull Out Capacity per Anchor (TAnchor): 1,791 lbs <br />Shear Capacity per Anchor: 2,544 lbs <br />COMBINED STRESS <br />Fully Loaded = ((2,257 / 4) / 1,791) + ((1,990 / 8) / 2,544)= 0.413 <br />Top Shelf Loaded = ((3,602 / 4) / 1,791) + ((1,155 / 8) / 2,544)= 0.56 <br />Seismic UpLift <br />Critical (LC#7B)= (4,350 / 4) / 1,791 = 0.607 <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Pace Supply <br />The Beacon Group_Kevin <br />3421 W. Segerstro <br />Santa Ana, CA <br />24 <br />tchang <br />6/20/2023 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20230619_19 <br />3421 W Segerstrom Ave - <br />10111647610/31/2023