Laserfiche WebLink
ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H <br />CUSTOMER:VERIZON WIRELESS PROJECT:13716774 <br />Task ID: 533628 Page 1 of 2 5/17/2024 11:38:19 <br />PIER FOUNDATION ANALYSIS <br />GLOBAL REACTIONS <br />Moment (k-ft)Axial (k)Shear (k) <br />321.62 16.24 6.87 <br />FOUNDATION PARAMETERS <br />Pier Diameter:D 6.00 ft <br />Pier Embedment Depth:L-h 23.0 ft <br />Pier Height above Grade:h 0.50 ft <br />Concrete Compressive Strength:3,000 psi <br />Vertical Rebar:(16) #8 bars [60 ksi] <br />Tie Rebar: s #4 bars @ 12.0" c/c [40 ksi] <br />Rebar Clear Cover:3.00 in <br />SOIL PARAMETERS <br />Water Table Depth [BGL]:GW 12 ft <br />Layer Depth (ft)Unit Weight Cohesion Friction Angle <br />Ultimate Skin <br />Friction <br />Ultimate Net <br />Bearing <br />Top Bottom pcf psf °psf psf <br />0 5 105 0 0 0 0 <br />5 8 126 511 0 268 0 <br />8 10 126 0 28 257 0 <br />10 10.5 113 439 0 232 0 <br />10.5 12.9 113 1,294 0 628 0 <br />12.9 15 113 1,294 0 628 0 <br />15 20 124 4,119 0 2,035 0 <br />20 25 123 4,067 0 2,020 56,880 <br />SOIL STRENGTH ANALYSIS <br />Volume of Concrete <br />(ft3) <br />Buoyant Weight of Concrete <br />(k) <br />Skin Friction Resistance <br />(k) <br />Inflection Point [BGL] <br />(ft) <br />664.45 80.26 386.32 17.64 <br />SOIL MOMENT ANALYSIS <br />Total Lateral Resistance <br />(k) <br />Moment at Inflection Point, Mu <br />(k-ft) <br />Additional Resistance <br />(k-ft) <br />Nominal Moment Capacity, ФMn <br />(k-ft) <br /> Soil Moment Usage, <br />Mu / ФMn <br />2,101.29 446.25 0.00 5,433.92 8.2% <br />SOIL COMPRESSION ANALYSIS <br />Compressive Bearing <br />Resistance <br />(k) <br />Compressive Force, Pu <br />(k) <br />Additional Resistance <br />(k) <br />Nominal Compressive Capacity, <br />ФPn <br />(k) <br /> Soil Compressive Usage, <br />Pu / ФPn <br />1,608.24 41.38 0.00 1,495.92 2.8% <br />2210 3%4 S Ritchey St # <br />WCC018/5/2024