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PROJECT: Cross Dock <br /> FOR: Tuff Shed_Jeffery Beag <br /> ' "'r9i},t'" ADDRESS: 6501 Rainier Dr., <br /> Everett,WA <br /> SHEET#: 1 <br /> MATERIAL HANDLI - IN Iv RING CALCULATED BY: tchang <br /> esr_'sas DATE: 6/11/2024 <br /> TEL:(909)869-0989 PN: 20240523 5 <br /> 1130 E.CYPRESS ST,COVINA,CA 91724 <br /> Table of Contents <br /> Parameters 2 <br /> Components and Specifications 3 <br /> Loads and Distributions 5 <br /> Basic Load Combinations 8 <br /> Longitudinal Analysis 9 <br /> Column&Backer Analysis 10 <br /> Beam Analysis 12 <br /> Beam to Column Analysis 15 <br /> Bracing Analysis 16 <br /> Anchor Analysis 18 <br /> Overturning Analysis 21 <br /> Baseplate Analysis 22 <br /> Slab and Soil Analysis 24 <br /> Cantilever Racks 25 to 32 <br /> Scope: <br /> This storage system analysis is intended to determine its compliance with appropriate building codes <br /> with respect to static and seismic forces. <br /> The storage racks are prefabricated and are to be field assembled only,with no field welding. <br />