Laserfiche WebLink
19011 Wood-Sno Road NE,Suite 100 <br /> Ali <br /> � Woodinville,WA 98072 4436 <br /> ,. :` <br /> Phone:425-874-8448 <br /> E NG I rq E EP-11K C Pax:425-821-2120 <br /> Project: Typical Footing <br /> Footing: 36"x 36"x 12"thick <br /> e <br /> Footing 8 = 3.00 ft ' <br /> t= 12 in <br /> Reinforcement R = (3) fit4 <br /> Ass = 0.60 in' 1sWeted foorrng <br /> d = 8.25 In Cover, 3 in <br /> Column C t = 5.50 in C2 = 5.50 in E <br /> Materials >'C = 2500 psi Normalweiq[t� _�] A = 1.00 - <br /> .._ <br /> fy = 40000 psi Uncoated__ `k 0e = 1.00 <br /> Net Footing Weight 2 <br /> PFTG= 0.36 k <br /> Soil Pressure: `` R <br /> PAsp = gaB2—PFTc = <br /> One-way shear: 0= 0.76 <br /> Vc= 2d f,Bd = 29.70 k <br /> Vu S 0Vc OVe = 22,28 k <br /> / (B—C 1 _ 0Vc <br /> vU=quB4B 2�z d} qu=— B �C uu =quBl z 1—dJa au—B�B�CI d) <br /> \ 2 2 <br /> qu = 7128 psf or 7128 psi Pi, =quBZ = 64152# <br /> Two-way shear: 0= 0,75 <br /> [22.6.5.2(a)) ve =4Al fc = 200 psi 4 <br /> (22.6,5,2(b)) roe = (2+4)A fc = 300 psi 1.00 <br /> j? a„= 40 <br /> [22.6.5.2(c)) ve = (2-h fe bo = 400 psi b o ` 66 l+d)+2(C2+d) <br /> Vu <1PVe OVc =Ovcbod = 68,06 k <br /> fbVe <br /> V, = qt,[Bz —(Cl+d)(C2 +d)] -> q,t = [Bz—(Cl d)(CZ +d)] <br /> qu = 8854 psi Pu=quB2 = 79087# <br /> Moment: 0= 0.90 <br /> M„ =Asfy(d—a/2) = 16.2 k-ft <br /> a=Asfyi(0.85rCB)= 0.31 in <br /> M,t < OM„ OM71 = 14.6 k-ft <br /> B C� z <br /> _4uB _ 20M,� _quB�B 2 C1}z 20m, <br /> M. <br /> 2 ^' qu_B((B—Cz)/2)Z Mu_ 2 -'qu =B((B—Cy)/2)Z <br /> qu = 6013 psf or 6013 psi P„ = q„BZ = 54121 # <br /> Development of Reinforcement: <br /> db <br /> 3 Iy Oto"O., 12 in ...12 in available OK <br /> f� — 40 f;(cb d Kt,.) _ <br /> b <br /> Soil Bearing Pressure 1500 psi 20DO psf 2500 psf 3000 psf 3500 psf 4000 psf <br /> Max Load(lbs), Soil 13140 17640 22140 26640 31140 35640 <br /> Max Load (lbs), One-Way Shear 40095 40095 40095 40095 40096 40095 <br /> V Max Load(lbs),Two-Way Shear 49805 49805 49805 49805 49805 49805 <br /> Max Load(lbs), Moment 33825 33825 33825 33826 33825 33825 <br /> Max Load(ASD) 13140 17640 22140 26640 31140 33826 <br /> Max Load(Factored) 21024 28224 36424 42624 49824 64121 <br /> Date:31UM1 R <br /> Page: IVI2.5 <br />