Laserfiche WebLink
SITE STRUCTURES Project Everett Office Building sheet 5 <br /> 10511 19th Ave SE, Suite C date 2/7/08 <br /> Everett, WA, (425)-357-9600 prj. no. S-07-188 <br /> Design Data : Wall Foundation Loads Analysis <br /> Soil Desity 125 pcf Per. wall Cell Width 24.25 ft <br /> Soil Cover over the lid 1.75 ft <br /> Int. wall Cell Width left na ft <br /> Plank weight 90 psf Int. wall Cell Width right na ft <br /> Uniform Live Load 150 psf <br /> Truck Rating HS20-44 Front Axle Load 8000 lbs <br /> Rear Axle#1 Load 32000 lbs <br /> Wall Height 7.75 ft Rear Axle#2 Load 32000 lbs <br /> Total vehicle wt 72000 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 = 45526 lbs <br /> distribution width = 27 ft Load @ base of wall = 1686 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 = 56082 lbs <br /> calc distribution width = 35 ft Load @ base of wall = 1602 plf <br /> k Wheel Load Distribution to Interior Wall Foundation <br /> Truck '- •endicular to the int. wall w/rear axle #2&#1 centered over the wall & dist between axle_ - 14ft <br /> total truck loa• • wall = #VALUE! lbs <br /> distribution width = 27 ft Load @ base of wall = #••: • • plf <br /> Truck Perpendicular to the inter. all w/rear axle #2 directly over wall : .'stance to axle #1 = 14ft <br /> total truck load to wall = #VALUE! • left plank Load @ b. - of wall = ###### plf <br /> total truck load to wall = #VALUE! lbs r!• 'lank Loa. .► base of wall = #44/#4 plf <br /> distribution width = 27 ft <br /> Truck Parallel to the interior wall w/one wh= over wall & 2n. .' eel on plank (incl axle 1&2 only) <br /> total truck load to wall = #VALUE! '` .s left plank Load @ bas- •f wall = ###### plf <br /> total truck load to wall = E! lbs right plank Load @ base of w- - ###### plf <br /> distribution width = 35 ft <br /> Truck Parall- o the interior wall w/the truck centered over the wall(incl axle 1&2 only) <br /> total tr - load to wall = #VALUE! lbs <br /> .'- ribution width = 35 ft Load @ base of wall = ###### plf <br /> Uniform Live Load distribution to Wall Footings <br /> Perimeter Wall 1819 plf <br /> Interior Wall #VALUC plf <br />