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ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H <br />CUSTOMER:VERIZON WIRELESS PROJECT:14763144 <br />Task ID: 524508 Page 1 of 2 4/22/2024 8:37:36 <br />PIER FOUNDATION ANALYSIS <br />GLOBAL REACTIONS <br />Moment (k-ft)Axial (k)Shear (k) <br />968.73 24.18 15.56 <br />FOUNDATION PARAMETERS <br />Pier Diameter:D 5.00 ft <br />Pier Embedment Depth:L-h 18.0 ft <br />Pier Height above Grade:h 0.50 ft <br />Concrete Compressive Strength:3,000 psi <br />Vertical Rebar:(18) #11 bars [60 ksi] <br />Tie Rebar: s #4 bars @ 6.0" c/c [40 ksi] <br />Rebar Clear Cover:3.00 in <br />SOIL PARAMETERS <br />Water Table Depth [BGL]:GW -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 2 105 0 0 0 0 <br />2 3.5 107 0 27 50 0 <br />3.5 8.5 107 0 27 150 0 <br />8.5 13.5 107 0 28 350 0 <br />13.5 19 108 0 28 550 13,900 <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 />363.25 54.49 79.33 12.85 <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 />602.05 1,176.52 0.00 1,544.78 76.2% <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 />272.93 42.41 0.00 264.19 16.1% <br />1110 3%4 E Seventeenth St, Unit <br />#WCC01 <br />10/18/2024