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01 <br />CTURAL PROPERTIES I SUMMARY P o Box 3707 <br />FIG, BY <br />Soil <br />SUMMARY: <br />C Rossell CHECKED B M Abdi <br />Allowable Bearing Pressure = 3000 <br />POSTED LOAD LIMIT: 3000 <br />STRUCTURAL CAPACITY: 4423 <br />DATE 03106113 <br />psi <br />LBS PER SHELF <br />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 />REV'D <br />METHODOLOGY: <br />THE FOLLOWING CALCULATIONS REVIEW AN EXISTING PALLET RACK FOR GRAVITY AND LATERAL <br />LOADS. THE MAXIMUM CAPACITY OF FHE RACK, GIVEN THE EXISTING CONFIGURATION AND <br />LOCATION, WAS DETERMINED. <br />THIS PALLET RACK IS STRUCTURALLY ADEQUATE FOR A MAXIMUM SHELF LOAD <br />OF 4423 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 GTEEL WORKSHEET PALLET RACK DATA SHEET <br />RECOMMENDATIONS: <br />Signage on Racks shall be placed on all shelves and with a maximum shelf load of 3000# <br />Load limit signage must be permanently marked with "Location 40-04. 1st Floor, Col A14" <br />LENAME. 40-0401 W1779152.xis Page 2 of 2 317/20139.26 AM <br />