5109 CHINOOK DR 2018-12-21 - Laserfiche WebLink

WEST COAST 1624 Grove Street (425)347-8998 STRUCTURAL Suite D2 wcse.net ENGINEERING,INC. Marysville,WA 98270 Footing: F3 Soil Bearing: 2000 psf assume uniform pressure on bottom of footing Axial Load (P): 19.0 k assume footing is fixed at location of post Ftg.Weight: 1.39 k analyze 1 ft wide strip of footing as a cantilever P Min Width (B): 3.19 ft LRFD concrete design11� -- Ftg.Width:. 3.3 ft As(min)= 3 fc(112)b(d)/fy= 0.3 in2 Ftg. Depth: 10 in As(min)=200 b(d)/fy= 0.41 in2 " `' z Rebar Size. #4 I �B #of Rebar: 5 {4/3 Mu < 4) Mn}As(min)= N/A in2 B Mu= 4.08 k-ft fc= 2.5 ksi As= 0.29 in2 ok 4)Mn= 5.91 k-ft ok fy= 40 ksi b= 12 in Vu= 4.90 k 4)m = 0.90 d = 6.75 in 4)Vc= 6.08 k ok 41/= 0.75 Ag = 81 in2 Footing: F4 Soil Bearing: 2000 psf assume uniform pressure on bottom of footing Axial Load (P): 8.60 k assume footing is fixed at location of post Ftg.Weight: 0.63 k analyze 1 ft wide strip of footing as a cantilever P Min Width (B): 2.15 ft LRFD concrete design 0 -- Ftg.Width: 2.5 ft As(min)= 3 fc�"t�b(d)/fy= 0.21 in2 , n n Ftg. Depth: 8 in As(min) =200 b(d)/fy= 0.29 in2 f1 'd G /j Rebar Size: #4 11B #of Rebar: 3 {4/3 Mu < 4) Mn}As(min) = N/A in2 B Mu= 1.85 k-ft fc= 2.5 ksi As= 0.24 in2 ok 4) Mn= 3.31 k-ft ok fy= 40 ksi b= 12 in Vu= 2.95 k 4)m= 0.90 d = 4.75 in 4)Vc= 4.28 k ok 4v= 0.75 Ag = 57 in2 Project: W4371 Sheet No: 22 9/5/2017