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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,NVA 98072-4436 <br /> Phone:425-814-8448 <br /> E NGX rq E E RT N G Fax:425-821-2120 <br /> Project: Typical Footing <br /> Footing: 18"x 18"x 12"thick <br /> Footing B = 1.50 ft <br /> t = 12 in ''^> <br /> Reinforcement R = (0) 04 � <br /> A,, = 0.00 in' t�slet®dfooung <br /> d = 8.25 in Cover: 3 in <br /> Column C I = 3.50 in C2 = 3.50 in <br /> Materials Pc = 2500 psi Normalweight � A = 1.00 t <br /> ly = 40000 psi Uncoated = 1.00 <br /> Net Footing Weight R <br /> PFrc= 0.09 k <br /> Soil Pressure: ! e <br /> PASI) = gaB2 -J pf.7.r,. <br /> One-way shear: 0= 0.75 <br /> Vc = 2Ati[f,'Bd = 14.85 k <br /> V„ < OVc OVc = 11.14 k <br /> B-Cz OVA (B-C,- 1 0V, <br /> lie =quB 2 -d� � 9u= (B-C Uu =quB d/ <br /> 2 j-' rlu= <br /> Bl -d) B <br /> l z <br /> qle = 50914 psi or or 60914 psf p„ = quf12 = 1145574 <br /> Two-way shear: 0= 0.75 <br /> (22.6.5.2(a)] vc = 4,1011 = 200 psi Gz <br /> (22.6.5.2(b)) vc = (2 }-R}a fc = 300 psi (f = 1.00 <br /> } ax=40 <br /> [22.6.5.2(c)] vc = (2-1 bo I.1�� = 451 psi b o = 2(C3+d)+2(C2+d) <br /> V, G 0Vc OVc =Ovcbod = 58.16 k 47 <br /> 0 VC <br /> Vu = qu[B2—(Cl .+ d)(CZ +d)] q. _ [p2 —(CI +d)(C2+d)I <br /> qu = 45044 psf P„ = quB2 = 101349# <br /> Moment: 0= 0.90 <br /> M7e = Asfv(d_nl2) = 00kft <br /> a=A,fyl(0.85P,B)= 0.00in <br /> Mu <rpM„ om't = 0.0 k-ft <br /> ((B-C 2 _ 2 <br /> hf qu l 2 20m, q.B(B 2L1} 20M <br /> u = B 2 _'qu = z All, =- l -�Qu = n <br /> B((B--Cz)/2) 2 B((B-C,)/2)z <br /> qu = 0 psf or 0 psf Pig = quB2 = 04 <br /> Development of Reinforcement: <br /> Id = 40A fc(Cz A-Kt' d� = 4 in 4 in available OK <br /> 1 dy Adjusted <br /> Soil searing Pressure 1500 psf 2000 psf 2500 psf 3000 psf 3500 psf 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), Two-Way Shear 63343 63343 63343 63343 63343 63343 <br /> Max Load(lbs), Moment 0 0 0 0 0 0 <br /> Max Load(ASD) 3285 4410 5536 6660 7785 8910 <br /> Max Load(Factored) 5266 7056 8066 10656 12456 14266 <br /> Date:3/25/202 l <br /> Page: _.... M2.2 <br />