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• <br /> • <br /> =1'. ` PROJECT: Cross Dock <br /> tFOSEIZM� � ``�t,; FOR: Tuff Shed Jeffery Beag <br /> �o ` K ADDRESS: 6501 Rainier Dr., <br /> „ O Everett,WA <br /> "� SHEET#: 3 <br /> MATERIAL HANDLII R3 E1VGINEI=RING CALCULATED BY: tchang <br /> esr_,9ee DATE: 6/11/2024 <br /> TEL:(909)869-0989 PN: 20240523 5 <br /> 1130 E.CYPRESS ST,COVINA,CA 91724 — <br /> COMPONENTS AND SPECIFICATIONS Configuration 1:Type 144" IM 1.7 <br /> Analysis per section 2209 of the 2021 IBC <br /> S = 1.32 F =1.0 I=1 V „g=372 lbs. P.,,q, =3700 lbs. <br /> Levels:2 Panels:4 S,=0.47 F�=1.83 SDC=D cans=1105 lbs. PSets,„;c=1651 lbs. <br /> 1 <br /> 44" NNNN <br /> 44" 77 <br /> Load per Level <br /> 3600 lbs <br /> 192" 1 S-. 4 \ <br /> 52" 44" <br /> 3600 lbs \ <br /> 43" 746" <br /> 9' <br /> \ * 144" `s ‘1,- 48" --4. <br /> FRONT VIEW SIDE VIEW <br /> FRAME BEAM CONNECTOR <br /> COLUMN 5.94 x 2.75-0.059(59E) 5 Tab Connector(IM) <br /> 3 x 3-.075(IM 70) Steel=55 ksi Max Static Cap.=6274 lb. Stress=20% <br /> Steel=55000 psi Stress=58% <br /> Stress=37%(level 1) <br /> Max stress=20%(level 1) <br /> HORIZONTAL BRACE Max stress=58%(level 1) <br /> 1.5 x 1.25-.0625(IHAFW) <br /> Stress=39%(panel 1) <br /> DIAGONAL BRACE <br /> 1.5 x 1.25-.0625(IHAFW) <br /> Stress=89%(panel 1) <br /> Base Plate Slab&Soil Anchors <br /> Steel=36000 psi * Slab=6"x 3000 psi Simpson Titen HD Screw ESR-2713 <br /> 8 x 8 x 0.375 in. 2 anchors/plate Sub Grade Reaction=50 pci 0.5 in.x 3.25 in.Embed. <br /> Moment=4092 in-lb. Stress=6% Slab Bending Stress=11%(S) Pullout Capacity=1543 lbs. <br /> Shear Capacity=1661 lbs. <br /> Anchor stress=18% <br /> Notes: <br /> Seizmic Analyzer version 20210106 ©Copyright 1991-2022 Seizmic Inc.All rights reserved <br />