Laserfiche WebLink
40-01.1 BOEING WPS <br /> , <br /> STRUCTURAL PROPERTIES/SUMMARY P.O. Box 3707 <br /> Seattle,Washington 98124-2207 > <br /> PROJECT Install Pallet Racks fc�r 40-05 JOB NO. W4963253 <br /> FIG. BY C. Rassell CHECKED B M. Abdi DATE 01/10118 REV'D <br /> Soil Allowable Bearing Pressure= 2000 psf <br /> ....................... <br /> SUMMARY: <br /> POSTED LOAD LIMIT: 2500 LBS PER SHELF <br /> STRUCTURAL CAPACITY: 2659 LBS PER SHELF <br /> SEE STRUCTURAL COMPONENT CAPACITIES ON THE LAST PAGE <br /> SOIL PRESSURE IS EXCLUDED FROM THE STRUCTURAL <br /> CAPACITY. SEE NOTE ON LAST PAGE. <br /> METHODOLOGY: <br /> THE FOLLOWING CALCULATIONS REVIEW AN EXISTING PALLET RACK FOR GRAVITYAND LATERAL <br /> LOADS. THE MAXIMUM CAPACITY OF THE RACK, GIVEN THE EXISTING CONFIGURATION AND <br /> LOCATION, WAS DETERMINED. <br /> THIS PALLET RACK IS STRUCTURALLY ADEQUATE FOR A MAXIMUM SHELF LOAD <br /> OF 2659 LBS PER SHELF, UNIFORMLY DISTRIBUTED. THIS LIMIT APPLIES TO THE CURRENT <br /> CONFIGURATION AND LOCATION ONLY. <br /> LATERAL SUPPORT OF THE HORIZONTAL BEAMS MUST BE PROVIDED BY THE STEEL WIRE <br /> DECKING AS REQUIRED BY THE BOEING "PALLET RACKS STANDARD"TO UTILIZE A BEAM <br /> BENDING STRESS OF 0.6 x Fy. HAND CALCULATIONS WILL BE PROVIDED TO JUSTIFY THE <br /> ALLOWABLE BENDING STRESS FOR OTHER CONDITIONS. <br /> ATTACHMENTS: <br /> 1. PALLET RACK FIELD SURVEY FOR PLANT ENGINEERING <br /> 2. PALLET RACK FRAME SURVEY DATA SHEET <br /> 3. PALLET RACK BEAM SURVEY DATA SHEET <br /> 4. BEAM WELD &BASEPLATE SURVEY DATA SHEET <br /> 5. SLAB STEEL WORKSHEET PALLET RACK DATA SHEET <br /> RECOMMENDATIONS: <br /> Signage on Racks shall be placed on all sheives and with a maximum shelf load of 3000#. <br /> l.oad limit signage must be permanently marked with: "Location: 40-05, 1st Floor, Col. A10" <br /> ILENAME: Rack#W1337528.x1s Page 3 of 27 1/11/2018 9:10 AM <br />