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• <br /> WEST 9540 Semiahmoo Parkway (425)347-8998 <br /> COAST <br /> STRUCTURAL J \r- #137 wcse.net <br /> ENGINEERING,INC. , Blaine,WA 98230 <br /> Beam: Typ. Floor Beam Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 5 ft start end (ft) start_end (plf) distance(ft) <br /> 0 5 ' 425 425., <br /> Member: 4x8 HF#2 <br /> E psi 1.30E+06 x = 2.5 (ft) <br /> I in^4 111 M @ x = 1.33 (k-ft) <br /> A in"2 25.4 V@ x = 0 (k) 9 <br /> Results i <br /> M allow= 2.82 (k-ft) Loading Diagram:Typ.Floor Beam J. <br /> M max = 1.33 (k-ft) a 1000 o.s s <br /> 0.6 v <br /> R1 = 1.06 (k) o soo 0.4 0 <br /> R2 = 1.06 (k) 7 <br /> . 0.2 a <br /> v max = 63 (psi) o . _ _ - - _ - - _ - _ o <br /> Deflect. = 0.042 (in) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 <br /> = L <br /> 1446 <br /> Footing: Typ. Spread Footing <br /> Soil Bearing: 2000 psf assume uniform pressure on bottom of footing <br /> Axial Load (P): 4.00 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): .48 ft LRFD concrete design <br /> Ftg. Width: 2.0 ft As(min) = 3 f'c"'�1 b(d) /fy= 0.21 in2 <br /> Ftg. Depth: 8 in As(min) = 200 b(d) /fy= 0.29 in2 j/ <br /> Rebar Size: #4 ,B <br /> #of Rebar: 2 {4/3 Mu < 0 Mn} As(min) = N/A in2 - B - <br /> Mu = 0.88 k-ft f'c = 2.5 ksi As = 0.20 in2 ok <br /> Mn = 2.75 k-ft ok fy= 40 ksi b = 12 in <br /> Vu = 1.76 k Om = 0.90 d = 4.75 in <br /> $Vc= 4.28 k ok epv= 0.75 Ag= 57 in2 <br /> Project: W4737 Sheet No: 11 3/11/2022 <br />