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ring wall foundation design

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ELEVATIONS STABILITY Bearing Capacity 3.000 FOSs 0.00 > 1.5 qa kPa 180.00 4.300 FOSo 0.000 < 0.67 (Tank) 0.00 (Footing) 0.00 Wind Speed V mph 93 Reinforcement (Footing-Horiz) 20 (Footing-Vert'l 16 Tank Dimensions mm 21,946 Horizontal Direction mm 25.00 (Horizonta 0.0025 = 2 x ### @ #DIV/0! mm mm 14,630 (Horizonta #DIV/0! = #DIV/0! mm 14,326 (Horizonta 0.0025 = 0 mm 9.53 = #DIV/0! mm 0 Provide The Following Rebars: mm 9.53 = 2 x 8 @ 236 mm Specific wt 1.000 As = 5027 > #DIV/0! Ringwall Dimensions Vertical Direction mm 1800 (Vertical) 0.0015 = 2 x 0 @ ### mm mm 500 (Vertical) 0.0015 As = 0 mm 1300 Provide The Following Rebars: Tg mm 25 mm 500 = 2 x 5 @ 200 mm Cc mm (Cover) 75 As = 2011 > 0 Finish Grade ELEV TOC ELEV qT qF db db DT tw rmin nb hT ract As1 mm 2 hL rprvd As2 mm 2 tp As mm 2 hR tR nb mm 2 hF rmin nb TF ract mm 2 h1 (above Grad h2 (under Grad nb < 450 mm mm 2

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Tank ring wall foundation design

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Sleeper Design

InputELEVATIONSSTABILITYBearing CapacityFinish Grade ELEV3.000FOSs0.00>1.5qakPa180.00TOC ELEV4.300FOSo0.000

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