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Load per Level <br />3000 lbs <br />3000 lbs <br />3000 lbs <br />60" <br />60" <br />60" <br />60" <br />60" <br />60" <br />48" <br />FRONT VIEW <br />240" <br />8" <br />44" <br />44" <br />44" <br />44" <br />44" <br />12" <br />42" <br />SIDE VIEW <br /> COMPONENTS AND SPECIFICATIONS <br /> Analysis per section 2209 of the 2022 CBC <br />Configuration 1: 4ft Wide Bay <br />Adjacent to: Typical UMH 1.7 <br /> Levels: 3 Panels: 5 <br />Ss = 1.32 Fa = 1.2 I = 1 <br />S1 = 0.47 Fv = 1.83 SDC = D <br />VLong = 591 lbs. <br />VTrans = 2476 lbs. <br />Pstatic = 6900 lbs. <br />Pseismic = 6740 lbs. <br />FRAME BEAM CONNECTOR <br />COLUMN <br />4 x 3 - .0787 (14Ga) <br />Steel = 55000 psi <br />Stress = 64% (level 1) <br />HORIZONTAL BRACE <br />1.375 x 1.0 - .059 (Std) <br />Stress = 77% (panel 1) <br />DIAGONAL BRACE <br />1.969 x 1.181 - .059 (Tube) <br />Stress = 72% (panel 1) <br />3 x 2.5 - .0590 (16Ga) <br />Steel = 55 ksi Max Static Cap. = 6208 lb. <br /> Stress = 49% <br />Max stress = 49% (level 1) <br />3 Pin 2" cc Connector <br />Stress = 44% <br />Max stress = 44% (level 1) <br />Base Plate Slab & Soil Anchors <br />Steel = 36000 psi <br />8 x 8 x 0.25 in. 4 anchors/plate <br />Moment = 5833 in-lb. Stress = 22% <br />Slab = 5" x 2800 psi <br />Sub Grade Reaction = 50 pci <br />Slab Bending Stress = 43% (S) <br />Hilti Kwik Bolt TZ 2 (KB-TZ2) ESR-4266 <br />0.5 in. x 3 in. Embed. <br />Pullout Capacity = 1404 lbs. <br />Shear Capacity = 3024 lbs. <br />Anchor stress = 73% <br />Notes: <br />Material based on UMH Teardrop style rack. <br />Seizmic Analyzer version 20210106 © Copyright 1991-2022 Seizmic Inc. All rights reserved <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Power Distribution Inc <br />Aztec_steve peterson <br />4011 W. CARRAIGE D <br />SANTA ANA, CA <br />3 <br />kelvira <br />6/19/2024 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20240103_2 <br />4011 W Carriage Dr <br />9/11/2024