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<br />eFooting <br /> <br /> <br />Column Type <br />Quantity <br /> <br />Frame Reactions <br />Py= <br />Pu= <br />Ph= <br /> <br />Bracing Reactions <br />Py= <br />Pu= <br /> <br />Check Footing Size <br /> <br />Allowable Soil Bearing= <br />Soil Friction= <br /> <br />B <br /> <br />Endwall Column <br />10 <br /> <br />6.00 K } <br />5.80 K Max Loads From Calcs <br />2,60 K <br /> <br />Design Criteria <br />Yes Footing <br />No Slab <br />No Allowable Increase For Width <br />Yes Allowable Increase For Depth <br />Yes Friction <br /> <br />0.00 K <br />1.20 K <br /> <br />Does Not Govern <br />Does Not Govern <br /> <br />2,75' sq, x 2.67 I deep <br /> <br />q= [1000[1 +(.2)*1.67]J <br />J..1 = 1334/ (2.75 * 3) <br /> <br />= <br /> <br />1,334 p.s.f, <br />162 p.s.f. <br /> <br />= <br /> <br />Wt of Footing = 150 (2.75) (2.75) (2.67) <br />Wt of Slab = ;:!!/Iiiiiii <br />Soil Friction = 4 * (2.75) (2.67-1 ) * 162 <br /> <br />Check Bearing Capacity <br />Actual Soil Bearing= <br /> <br />= 3,029 # <br />= # <br />= 2,970 # <br /> 5,999 > 5,800 OK <br /> <br />qact = <br /> <br />6.00 <br />(2.75)^2 <br /> <br />= <br /> <br />793 < <br /> <br />1,334 OK <br /> <br />Check Reinforcement <br />Pmin= 0.0018 <br />A.= 0.0018 * (33) * (32.04)= <br /> <br />Req.A. <br />1.903 < <br /> <br />Total A. <br />1.963 OK <br /> <br />..j Use 2'.9" sq. x 2'.8" ft. deep Concrete Footing, With <br />(5) #4 bars each way Top and Bottom <br />...No Warningsl <br /> <br /> <br />Project Name: City of Zephyrhills Sanitation BI <br /> <br />Project Control Number <br /> <br />'.111111111 <br />* s s - 0 2 6 1 6 * <br /> <br />7 <br /> <br />SHEET <br /> <br />6 <br />