Laserfiche WebLink
PROJECT: Cross Dock <br /> lir I, FOR: Tuff Shed Jeffery Beag <br /> o,�p=+ts'1„, ADDRESS: 6501 Rainier Dr., <br /> f Everett,WA <br /> SHEET#: 2 <br /> MATERIAL HANDLI IN' -RING 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 /> The storage racks consist of several bays,interconnected in one or both directions,with the columns <br /> of the vertical frames being common between adjacent bays.This analysis will focus on a tributary <br /> bay to be analyzed in both the longitudinal and transverse direction. Stability in the longitudinal <br /> direction is maintained by the beam to column moment resisting connections,while bracing acts in <br /> the transverse direction. <br /> V-B <br /> © <br /> )1; <br /> 1. <br /> Q <br /> II 1 <br /> II ® v <br /> W\ O <br /> II <br /> p ©© <br /> CONCEPTUAL DRAWING <br /> Some components may not be used or may vary <br /> TRIBUTARY AREA <br /> Legend <br /> 1. Column <br /> 2. Base Plate <br /> 3.Anchors <br /> 4.Bracing I <br /> I 1 <br /> 5.Beam TRANSVERSE <br /> 6. Connector <br /> LONGITUDINAL <br /> NOTE:ACTUAL CONFIGURATION SHOWN ON COMPONENTS&SPECIFICATIONS SHEET <br />