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4d-23.4 BOEING WPS <br /> > <br /> STRUCTURAL PROPERTIES JIMARY P.o.Box s�o� <br /> µ Seattle,Washington 98124-2207 <br /> PROJECT New Pallet Rdck- Fourth Ffaar JOB NO. W3928716 <br /> FIG. BY C. Rossell CHECKED B M. Abdi DATE 03/16/16 REV'D <br /> Soil Allowable Bearing Pressure= 2000 psf <br /> .................................... <br /> SUMMARY: <br /> POSTED LOAD LIMIT: 2200 LBS PER SHELF <br /> STRUCTURAL CAPACITY: � 2167 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 GRAVITY AND 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 2167 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 �Y 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 shaH be placed on all shelves and with a maximum shelf load of 3000#. <br /> Load limit signage must be permanently marked with: "Location: 40-05, 1 st Floor, Col. A10" <br /> ��y� <br /> ILENAME: W3928716-12'Pallet Rack.xls �.�.-z^�-�"'': �1(',�'"""µ ' 3/1 7/201 6 9:09 AM <br /> ! <br />