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-? PROJECT: Cross Dock <br /> �; , FOR: Tuff Shed Jeffery Beag <br /> i c EIZMIC • i , <br /> �n {;: .. ADDRESS: 6501 Rainier Dr., <br /> �_ Everett,WA <br /> '`-�r••• � . , SHEET#: 4 <br /> MATERIAL HANDLINgiENGINEERING CALCULATED BY: tchang <br /> EST.1985" _ 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 2:Type 108" IM 1.7 <br /> Analysis per section 2209 of the 2021 IBC <br /> S = 1.32 F = 1.0 I=1 �V�/y�"g=323 lbs. F static =3700 lbs. <br /> Levels:2 Panels:4 S;=0.47 P'v=1.83 SDC=D ' Trans=1105 lbs. PSs,,,,,=1651 lbs. <br /> _cr <br /> 44" <br /> 44" 7Load per Level <br /> 3600 lbs <br /> 192" T S— <br /> 52" 44" <br /> 3600 lbs <br /> 43" <br /> 46" L <br /> 9" <br /> \ `s 108" is 4— 48" —i.. <br /> FRONT VIEW SIDE VIEW <br /> FRAME BEAM CONNECTOR <br /> COLUMN 5.0 x 2.75-0.059(50E) 4 Tab 2"cc Connector(IM) <br /> 3 x 3-.075(IM 70) Steel=55 ksi Max Static Cap.=6178 lb. Stress=22% <br /> Steel=55000 psi Stress=59% <br /> Stress=36%(level 1) <br /> Max stress=22%(level 1) <br /> HORIZONTAL BRACE Max stress=59%(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=3553 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 CO Copyright 1991-2022 Seizmic Inc.All rights reserved <br />