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WEST 1624 Grove Street (425)347-8998 <br /> COAST <br /> STRUCTURAL Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Footing: Fl <br /> Soil Bearing: 2000 psf assume uniform pressure on bottom of footing <br /> Axial Load (P): 3.60 k assume footing is fixed at location of post <br /> Ftg.Weight: 0.40 k analyze 1 ft wide strip of footing as a cantilever P <br /> Min Width (B): 1.41 ft LRFD concrete design .-4 � <br /> -- <br /> Ftg.Width: 2.0 ft As(min)= 3 fc�12>b(d)/fy= 0.21 in2 A ° 4 <br /> Ftg. Depth: 8 in As(min)=200 b(d)/fy= 0.29 in2 <br /> /j <br /> Rebar Size: #4 I -/B <br /> #of Rebar: 2 {4/3 Mu < 4)Mn)As(min)= N/A in2 B <br /> I� <br /> Mu= 0.80 k-ft fc= 2.5 ksi As= 0.20 in2 ok <br /> 4) Mn= 2.75 k-ft ok fy= 40 ksi b= 12 in <br /> Vu= 1.60 k 4m= 0.90 d = 4.75 in <br /> 4)Vc= 4.28 k ok 4)v= 0.75 Ag = 57 in2 <br /> Footing: F2 <br /> Soil Bearing: 2000 psf assume uniform pressure on bottom of footing <br /> Axial Load (P): 2.90 k assume footing is fixed at location of post <br /> Ftg.Weight: 0.40 k analyze 1 ft wide strip of footing as a cantilever P <br /> Min Width (B): 1.28 ft LRFD concrete design IIIIIIMM <br /> 01 <br /> -- <br /> Ftg.Width: 2.0 ft As(min)= 3 fd12)b(d)/fy= 0.21 in2 d <br /> Ftg. Depth: 8 in As(min) = 200 b(d)/fy= 0.29 in2 <br /> Rebar Size: #4 a <br /> #of Rebar: 2 {4/3 Mu < 4) Mn}As(min) = N/A in2 B <br /> Mu= 0.66 k-ft fc= 2.5 ksi As= 0.20 in2 ok <br /> 4)Mn= 2.75 k-ft ok fy= 40 ksi b= 12 in <br /> Vu= 1.32 k (l)m= 0.90 d = 4.75 in <br /> 4)Vc= 4.28 k ok 4)v= 0.75 Ag= 57 in2 <br /> Project: W4371 Sheet No: 21 9/5/2017 <br />