Laserfiche WebLink
i <br />WEST 9540 Semiahmoo Parkway (425) 347-8998 <br />COAST <br />S TRUCTURAL #137 wcse.net <br />ENGINEERING, INC. Blaine, WA98230 <br />Footing: F1, F2 <br />Soil Bearing: <br />2000 psf <br />Axial Load (P) <br />6.60 k <br />Ftg. Weight: <br />0.63 k <br />Min Width (B): <br />1.90 ft <br />Ftg. Width: <br />2.5 ft <br />Ftg. Depth: <br />8 in <br />Rebar Size: <br /># 4 <br /># of Rebar: <br />3 <br />Mu = <br />1.45 k-ft <br />0 Mn = <br />3.31 k-ft ok <br />VU = <br />2.31 k <br />0 VC = <br />4.28 k ok <br />Footing: F3 - typ <br />Soil Bearing: 2000 psf <br />Axial Load (P): 3.00 k <br />Ftg. Weight: 0.40 k <br />Min Width (B): 1,30 ft <br />Ftg. Width: <br />Ftg. Depth: <br />Rebar Size: <br /># of Rebar: <br />Mu = <br />�Mn= <br />VU = <br />0Vc= <br />2.0 ft <br />8 in <br />#4 <br />2 <br />0.68 k-ft <br />2.75 k-ft ok <br />1.36 k <br />4.28 k ok <br />assume uniform pressure on bottom of footing <br />assume footing is fixed at location of post <br />analyze 1 ft wide strip of footing as a cantilever <br />LRFD concrete design <br />As(min) = 3 f'c112) b(d) / fy = 0.21 in <br />As(min) = 200 b(d) / fy = 0,29 in <br />14/3 Mu < 0 Mn) As(min) _ N/A in <br />f'c = 2.5 ksi As = 0,24 in' ok <br />fy = 40 ksi b = 12 in <br />orn = 0,90 d = 4.75 in <br />Ov = 0.75 Ag = 57 in <br />assume uniform pressure on bottom of footing <br />assume footing is fixed at location of post <br />analyze 1 ft wide strip of footing as a cantilever <br />LRFD concrete design <br />As(min) = 3 f'c("?) b(d) / fy = <br />0.21 in <br />As(min) = 200 b(d) / fy = <br />0.29 in <br />{4/3 Mu < 0 Mn) As(min) = <br />N/A i n 2 <br />f'c = 2.5 ksi As = <br />0.20 in ok <br />fy = 40 ksi b = <br />12 in <br />Om = 0.90 d = <br />4.75 i n <br />�v = 0,75 Ag = <br />57 i n 2 <br />P <br />B B <br />P <br />Project: W4738 Sheet No: 12 10/27/2021 <br />