Laserfiche WebLink
• KOSNIK ENGINEERING � �ject �� �'� c,z'k'�,+-,c sheet �p�y' <br /> 16300 MILL CREEK BLVD date /I-2'� -n4 <br /> Suite G2, -(425)-743-7004 P� no � �o,�� <br /> Design Data : Wall Foundation Loads Analysis <br /> Soil Desiity 125 pcf- Per.wali Cell Width 20 ft•- <br /> Soil Cover over the lid Z ft <br /> Int. wall Celi Width lek na ft � <br /> ?lank weight 90 psf Int. wail Cell Width right na ft <br /> Uniform Live Load 150 psf <br /> ,-ruck Rating HS20-44 � Front Axle Load 8000 Ibs - <br /> Rear Axie#1 Load 32000 Ibs- <br /> Wail Height 1� ft � RearAxle#2 Load 32000 Ibs. <br /> Total vehicle wt 72000 Ibs� <br /> Trvck Wheel Load Distribution to Perimeter Wall Foundation <br /> Truck PerUendicularto the oerimeter wall w/rearaxle #2 directiv over wall& dicfance to axle#1 = 14ft <br /> total truck load to wall = 4160o Ibs <br /> clistribution width = 32 ft Load @ base of wall= 1300 plf <br /> Truck Parallel to the nerimeter wall w/one wheel over wall& 2nd wheel on plank fincl axle 1&2 onlv) <br /> total truck load to wall = 54400 Ibs <br /> caic distribution width = 40 ft Load @ base of wall= 1360 plf <br /> Tr�ck Wheel Load Distribution to Interior Wall Foundation <br /> Truck�Perpendicularto the int. wall w/rearaxle #2&#1 centered overthe wall& dist batween a /es 14ft <br /> total truck loa�d.to wall = #VALUE! Ibs <br /> distribution witlth� 32 ft Load @ base of wall= �## p�f <br /> Truck Pemendicular fo the interior wall w/rear axle #2 directiv over wall& distance to axle #1 - 14R <br /> total truck load to wall = �#V.ALUE! Ibs left plank Load @ base of wall= #A�pt## plf <br /> total truck load to wall = #VACUE\ Ibs right plank Load @ base of�.vall= t�#### p�f <br /> distribution width = 32�ft <br /> Truck Parallel to the in(erior wall w/one wh\ver wall& 2nd wheel on plank(incl axle 1&2 onlv) <br /> total truck load to wall = #VALUE! Ibs left plank\ Load @ base of wall= �# plF <br /> total truck load to wall = #VALUE! Ibs right plank `Load @ base of wail= ###�# plf <br /> distribution width = 40 ft \ 4� �j� <br /> r <br /> Truck Parallel to the interior wall w/the truck centered over the wall(incl axle 1&2 onlv) � � <br /> total truck load to wall = #VALUE! Ibs C�C <br /> distribution width = 40 ft Load @ base of wall= plf �\ <br /> Uniform Live Load distribution to Wall Footings �� <br /> Perimeter Wall 1500 pif � C_��'�(w�..S \�. <br /> Interior Wali #VALUE! plf <br /> /� <br />