Laserfiche WebLink
valmont Industries, Inc. <br />Foundation Design <br />Filename :C:\impax\project\FdnData\485175FDN.lfn <br />Title :P40115A09AB <br />Engineer :IW708044 <br />Date :12/1/2021 12:00:00 AM <br />Modified Brohms - (shear and Bending Analysis) <br />Reactions at <br />Top of Foundation <br />overload <br />unfactored <br />Reactions <br />Factors <br />Factored <br />Reactions <br />Moment <br />99728 <br />(ft-lbs) <br />2.00 <br />Moment <br />199456 <br />(ft-lbs) <br />Torsion <br />2761 <br />(ft-lbs) <br />1.50 <br />Torsion <br />4142 <br />(ft-lbs) <br />shear <br />3619 <br />(lbs) <br />1.50 <br />shear <br />5429 <br />(lbs) <br />Axial <br />2598 <br />(lbs) <br />1.50 <br />Axial <br />3897 <br />(lbs) <br />Foundation Properties <br />Foundation Diameter 3.00 (ft) <br />Elevation of Foundation top 0.50 (ft) <br />Pier Length 10.00 (ft) <br />Pier Depth in soil 9.50 (ft) <br />soil Properties <br />Layer <br />soil Type <br />Thickness <br />Top Depth <br />Density <br />cohesion Kp <br />(ft) <br />(ft) <br />(pcf) <br />(psf) <br />1 <br />Noncohesive <br />10.00 <br />0.00 <br />105.0 <br />3.000 <br />2 <br />Noncohesive <br />10.00 <br />10.00 <br />105.0 <br />3.000 <br />soil Properties <br />/ <br />Forces <br />Layer <br />Thickness <br />Overburdeon Pressure <br />Lateral <br />Resistance <br />(ft) <br />Top(psf) <br />Bot(psf) <br />Top(lb/ft) Bot(lb/ft) <br />1 <br />6.86 <br />0 <br />720 <br />0 <br />19444 <br />1 <br />2.14 <br />720 <br />945 <br />-19444 <br />-25515 <br />1 <br />0.50 <br />945 <br />998 <br />-25515 <br />-26933 <br />shear and Moments along foundation length <br />Distance <br />below top <br />shear <br />Moment <br />of foundation (ft) <br />(lbs) <br />(ft-kips) <br />0.00 <br />5429 <br />201558 <br />1.00 <br />5074 <br />204183 <br />2.00 <br />2239 <br />207840 <br />3.00 <br />-3431 <br />207244 <br />4.00 <br />-11936 <br />199561 <br />5.00 <br />-23276 <br />181955 <br />6.00 <br />-37451 <br />151592 <br />7.00 <br />-54461 <br />105636 <br />8.00 <br />-48195 <br />49790 <br />9.00 <br />-25515 <br />12935 <br />10.00 <br />0 <br />0 <br />Total Depth Required 9.50 (ft) <br />Phi <br />(deg) <br />30.00 <br />30.00 <br />Soil Force <br />(lbs) <br />66679 <br />-48139 <br />-13112 <br />31 <br />