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Customer Name: <br />Site Name: <br />Site Number: <br />Engr. Number: <br />Foundation Info Obtained from:Acceptable overstress (5.0% <br />1.00 ft. <br />Axial Load (Kips):14.1 Shear Force (Kips):7.4 <br />Uplift Force (Kips):0.0 Moment (Kips-ft):366.5 16.0 ft.( 31) #10 rebar <br />Foundation Geometries:( 27) #4 ties <br />5.5 Depth of Base B. G. S. :19.7 ft.19.7 ft. <br />Pier Height A. G. (ft.):1.00 <br />5.5 ft. <br />Concrete Strength (psi):3000 Steel Elastic Modulus:29000 ksi <br />Vertical bar yield (ksi)60 Tie steel yield strength:60 ksi ( 31) #10 rebar 5.5 ft. ɸ Pier <br />Vertical Rebar Size #:10 Tie / Stirrup Size #:4 ( 27) #4 ties <br />Qty. of Vertical Rebars:31 Tie Spacing:12.0 in. <br />Concrete Cover (in.):3 Concrete unit weight:150.0 pcf <br />Soil Design Parameters: <br />Water Table B.G.S. (ft):16.0 Unit weight of water:62.4 psf <br />Ratio of Uplift/Axial Skin Friction:1.0 Pullout failure Angle:30 (°) <br />Skin Frictions are to be obtained from: Soil Report <br />γsoil φ Cohesion <br />Top Bottom (pcf)(°)(psf) <br />0.0 3.0 100 0 0 Clay <br />3.0 10.0 110 0 350 Clay <br />10.0 19.7 100 30 0 Sand <br />19.7 24.7 100 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />1.1 <br />Foundation Analysis and Design: <br />Uplift Strength Reduction Factor:0.75 Soil Bearing Strength Reduction Factor:0.75 <br />4495 Dry Soil Weight from Conical Failure:469 Kips <br />86 Buoyant Soil Weight from Conical Failure (K 5 Kips <br /> Total Dry Concrete Volume (cu. Ft.):404 Total Dry Concrete Weight:60.6 Kips <br />87.9 Total Buoyant Concrete Weight:7.70 Kips <br />68.3 Total Effective Soil Weight:473.7 Kips <br /> Total Effective Vertical Load on Base (Kips):38.1 <br />EIA/TIA Standard: <br />Structure Height (Ft.):58 <br />CA45376-A-SBA J. Tibbetts <br />Engineer Login ID:TES <br />9/11/2025Pier Foundation Design For Monopole Date <br />Engineer Name: <br />Structure Type: <br />Soil weight Increase Factor for bouyant soils (1.0 to 1.15): <br />Soil <br />Types <br />TIA-222-HAT&T <br />162721 <br />Analysis or Design? <br />Material Properties and Reabr Info: <br />Drawings/Calculations <br /> Total Buoyant Concrete Volume (cu. Ft.): <br /> Total Effective Concrete Weight (Kips): <br />Analysis <br /> Total Buoyant Soil Volume from Conical Failure (cu. Ft.): <br />Base Reactions (Factored): <br />Monopole <br />Diameter of Pier (ft.): <br />Depth of Layers (ft) <br /> Total Dry Soil Volume from Conical Failure (cu. Ft.): <br />Ultimate <br />Bearing (psf) <br />1000 <br />5.5 ft. <br />Monopole Pier Foundation <br />Ultimate Skin <br />Friction (psf)