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<br /> Zephyrhills(BU#816298)
<br /> TEP#: 26146.157540
<br /> Analysis: JRM 6/4/2018
<br /> Soil Interaction:Uplift/Download Capacity Check: NO 6/4/2018
<br /> Ultimate Skin Concrete
<br /> Layer Area Friction(k) �Fs �Fs Concrete wt.
<br /> (ft) Down Down Wt. Replaced
<br /> Uplift Uplift (kips)
<br /> from to load load (kips)
<br /> 0.00 3.00 0.00 0.00 0.00 0.00 0.00 12.52 6.63
<br /> 3.00 5.00 0.00 0.00 0.00 0.00 0.00 5.89 1.96
<br /> 5.00 5.50 0.00 0.00 0.00 0.00 0.00 0.86 0.49
<br /> 5.50 6.33 0.00 0.00 0.00 0.00 0.00 1.43 0.57
<br /> 6.33 8.50 34,09 37.49 37.49 28.12 28.12 3.73 1.49
<br /> 8.50 14.00 86.39 73.43 73.43 55.08 55.08 9.46 4.32
<br /> 14.00 21.50 117.81 129.59 129.59 97.19 97.19 12.90 5.15
<br /> 21.50 22.75 19.63 18.65 18.65 13.99 13.99 2.15 0.98
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<br /> Concrete Collar: Concrete Grade Beam:
<br /> Shape:T 5quare Length: - 33.51ft
<br /> Width: 12'ft Width:1 91ft
<br /> Thickness:° 61ft Thickness:L 4�ft
<br /> Bearing Depth:' 6.331ft
<br /> Q'all at 6.33 ft L-9000l psf
<br /> Pier Pier
<br /> Pu= 8.95 3.17 ksf
<br /> 4)Pn= 13.50 6.75 ksf
<br /> LCl LC2
<br /> Uu= 0.0 149.1 kip
<br /> 4)Un= 194.4 194.4 kip
<br /> Download Capacity= 66.3% 47.0%
<br /> Uplift Capacity=1 0.0% 76.7%
<br /> PASS PASS
<br /> Dowel Capacity= 131.5 kips
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