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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> oil Pax:425-821-2120 <br /> E?'dCIr4U- ERIN C <br /> ProJecl: Typical Footing <br /> Footing: 18"x 18"x 12"thick <br /> t <br /> Footing B = 1.50 ft <br /> t = 12in <br /> Reinforcement R = (0) #4 <br /> ftftg <br /> A:f = 0.00 in' �solO# <br /> d = 8.25 in Cover: 3 in <br /> Column C f = 3.50 in C2 = 3.50 in <br /> Materials r, = 2500 psi _Normalwei ht d = 1.00 <br /> fy = 40000 psi Uncoated . Oe = 1.00 <br /> R <br /> Net Footing Weight FP� <br /> P 0.09 k u <br /> fTG= � R <br /> Soil Pressure: �. <br /> PAsn = gaB2-PFTG <br /> One-wayshear: 0= 0,75 <br /> Vc = 2,A fc Bd = 14.85 k <br /> Vu <_ 0v. 0v, = 11,14 k 0V _ <br /> 0ve Vu =q.H -0 C'-d� gu=�_B-C <br /> V =quB 2 -d1-> qu=B� rd) <br /> l qu = 50914 psf or 50914 psf Pt = quBZ = 114557# <br /> Two-way shear. 0= 0.75 <br /> [22.6.5.2(a)) ve = 4A fc = 200 psi 4 <br /> � = 1.00 <br /> [22.6.5.2(b)] ve = (2+ A fc = 300 psi ax= 40 <br /> 451 psi b o = 2(Ci+d)+2(C2+d) <br /> [22.6.5.2(c)] ve = �2 +xd)a fcr = 47 <br /> Vu Ve (pve =ovebcd = 58A6 k <br /> 0ve <br /> vu =gJR2 -(Cl+d)(C2 +d)J -+ qu Bz_(C, +d)tCz+d)3 <br /> qu = 45044 psf P,r = g1113 = 101349# <br /> Moment: 0= 0.90 <br /> M„ =As fy(d-a/2) = 0.0 k-ft <br /> a=A,fyt(0.85f"B)= 0.00 in <br /> Mu < 0M,t om" = 0.0 k-ft 2 <br /> B(rB CZ t 20M quB_ �$2 Cl) 20Mn <br /> Mu^ga L_22 ) -ti qu =Bt(B-Cz)/2)Z M14 2 -'qa =B((B-l)#2)2 <br /> q+r = 0 psf or 0 psf Pu = quBZ = <br /> Development of Reinforcement: <br /> 3 fy Ir"s db = 4 in ...4 in available OK <br /> Id - 40 = cy+Krr <br /> R (�t db � Adjusted <br /> soil Bearing Pressure 1600 psf 2000 psf 2600 psf 3000 psf 3600 pst 4000 psf <br /> Max Load(lbs),Soil 3285 4410 5535 6660 7785 8910 <br /> Max Load(lbs).One-Way Shear 71598 71598 71598 71598 71598 71598 <br /> Max Load(lbs),1wo-Way Shear 63343 63343 63343 633433 633433 633433 <br /> Max toad(Ibs).Moment 0 0 <br /> Max Load(ASD) 3286 4410 5535 6860 7785 8910 <br /> Max Load(Factored) 6266 7056 8866 10666 12466 14266 <br /> Date: 3 25 2021 <br /> Page: — M2.2 - <br />