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SITE STRUCTURES <br />10511 19th Ave SE, Suite C <br />Everett, WA, (425)-357-9600 <br />Project Airport 100 <br />Design Data: Wall Foundation Loads Analysis <br />sheet 125 <br />date 41-dt-All <br />prj. no. S-21-006 <br />Soil Desity <br />1251pcf <br />Per. wall Cell Width :19 ft <br />Soil Cover over the lid <br />2.5ft <br />Int. wall Cell Width left 19 ft <br />Plank weight <br />90: psf <br />Int. wall Cell Width right 19,ft <br />Uniform Live Load <br />166 psf <br />Truck Rating <br />HS2544 <br />Front Axle Load 10000 Ibs <br />Rear Axle #1 Load 40000 Ibs <br />Wall Height <br />7 ft <br />Rear Axle #2 Load .: 40000 Ibs <br />Total vehicle wt 90000 lbs <br />Truck Wheel Load Distribution to Perimeter Wall Foundation <br />Truck Perpendicular to the perimeter wall w/rear axle #2 directly over wall & distance to axle #1 = 14ft <br />total truck load to wall = 50526 Ibs <br />distribution width = 27 ft Load @ base of wall = 1871 plf <br />Truck Parallel to the perimeter wall w/ one wheel over wall & 2nd wheel on plank (incl axle 1 &2 only <br />total truck load to wall = 67368 Ibs <br />calc distribution width = 35 ft Load @ base of wall = 1926 plf h <br />Truck Wheel Load Distribution to Interior Wall Foundation <br />Truck Perpendicular to the int. wall w/ rear axle #2&#1 centered over the wall & dist between axles = 14ft <br />total truck load to wall = 50526 Ibs <br />distribution width = 27 ft Load @ base of wall = 1871 plf <br />Truck Perpendicular to the interior wall w/ rear axle #2 directly over wall & distance to axle #1 = 14ft <br />total truck load to wall = 50526 Ibs left plank Load @ base of wall = 1871 plf <br />total truck load to wall = 50526 Ibs right plank Load @ base of wall = 1871 plf <br />distribution width = <br />27 ft <br />Truck Parallel to the interior wall w/ one wheel over wall & 2nd wheel on plank (incl axle 1 &2 only) <br />total truck load to wall = 67368 Ibs left plank Load @ base of wall = 1926 pif <br />total truck load to wall = 67368 Ibs right plank Load @ base of wall = 1926 plf <br />distribution width = <br />35 ft <br />Truck Parallel to the interior wall w/ the truck centered over the wall (incl axle 1 &2 only ) <br />total truck load to wall = 67368 Ibs <br />distribution width = 35 ft Load @ base of wall = 1925 plf <br />Uniform Live Load distribution to Wall Footings <br />Perimeter Wall CFK�, <br />� <br />Interior Wall Q Ni1wc. <br />