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, <br /> , <br /> WEST (�Z_ 1624 Grove Street (425)347-8998 <br /> COAST I' <br /> STRUCTURAL 1 Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Footing: F5 <br /> Soil Bearing: 2000 psf assume uniform pressure on bottom of footing <br /> Axial Load (P): 9.40 k assume footing is fixed at location of post <br /> Ftg.Weight: 0.63 k analyze 1 ft wide strip of footing as a cantilever P <br /> Min Width (B): 2.24 ft LRFD concrete design IIIIMIT <br /> -- <br /> Ftg.Width: 2.5 ft As(min)= 3 fc(1'2)b(d)/fy= 0.21 in2 u <br /> Ftg. Depth: 8 in As(min) =200 b(d)/fy= 0.29 in2 " <br /> Rebar Size: #4 _�e <br /> #of Rebar: 3 {4/3 Mu < Mn}As(min) = N/A in2 B <br /> Mu= 2.01 k-ft fc= 2.5 ksi As= 0.24 in2 ok <br /> 4 Mn= 3.31 k-ft ok fy= 40 ksi b= 12 in <br /> Vu= 3.21 k (1)m = 0.90 d = 4.75 in <br /> 4,Vc= 4.28 k ok 4w= 0.75 Ag = 57 in2 <br /> Project: W4371 Sheet No: 23 9/5/2017 <br />