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Load per Level <br />5000 lbs <br />5000 lbs <br />5000 lbs <br />5000 lbs <br />5000 lbs <br />5000 lbs <br />12" <br />60" <br />60" <br />60" <br />60" <br />60" <br />108" <br />FRONT VIEW <br />312" <br />6" <br />24" <br />24" <br />24" <br />24" <br />24" <br />24" <br />32" <br />32" <br />48" <br />48" <br />2" <br />38"10" <br />SIDE VIEW <br /> COMPONENTS AND SPECIFICATIONS <br /> Analysis per section 2209 of the CBC2022 <br />Configuration 2: Bay 1 - (108" Span) IM 1.7 <br /> Levels: 6 Panels: 10 <br />Ss = 1.28 Fa = 1.2 I = 1 <br />S1 = 0.46 Fv = 1.84 SDC = D <br />VLong = 1288 lbs. <br />VTrans = 5278 lbs. <br />Pstatic = 15300 lbs. <br />FRAME BEAM CONNECTOR <br />COLUMN <br />4 x 3 -0.120 (19099) <br />Steel = 55000 psi <br />Stress = 94% (level 1) <br />HORIZONTAL BRACE <br />2 x 1.25 - .0625 (IHAFZ) <br />Stress = 87% (panel 1) <br />DIAGONAL BRACE <br />2 x 1.25 - .0625 (IHAFZ) <br />Stress = 96% (panel 2) <br />5.0 x 2.75 -0.059 (50E) <br />Steel = 55 ksi Max Static Cap. = 6178 lb. <br /> Stress = 82% <br />Max stress = 86% (level 5) <br />Level 1+ <br />4 Tab 2" cc Connector (IM) <br />Stress = 59% <br />Level5 <br />3 Tab 2" cc Connector (IM) <br />Stress = 24% <br />Max stress = 70% (level 2) <br />Base Plate Slab & Soil Anchors <br />Steel = 36000 psi <br />10 x 10 x 0.375 in. 6 anchors/plate <br />Moment = 0 in-lb. Stress = 27% <br />Slab = 5.5" x 8600 psi <br />Sub Grade Reaction = 50 pci <br />Slab Bending Stress = 65% (S) <br />Hilti Kwik Bolt TZ 2 (KB-TZ2) ESR-4266 <br />0.5 in. x 3.75 in. Embed. <br />Pullout Capacity = 2891 lbs. <br />Shear Capacity = 3351 lbs. <br />Anchor stress = 87% <br />Notes: <br />SPST <br />10"x10"x0.375" base plate with Sx=8", Sy=4" with 6ea. 1/2"d anchors/plate. <br />Use 3 Face Row Spacers per frame. 4 Bolts @ 6" o.c.Conn. 1/2" dia A449 bolt. 0.375thk plate. Min row spacer Sx is 0.78cu.in. <br />Diagonal Braces Doubled 1 - 1 <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 />Behr Process Corp <br />Interlake-Mecalux_Gabr <br />1995 S Standard Av <br />Santa Ana, CA <br />4 <br />kelvira <br />4/11/2024 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20240411_15