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-g­ ­"�­_'�T <br /> 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinviife,WA 98072-4436 <br /> Phone:425-814-8448 <br /> OEM <br /> E NOXI EEPUK G Fax:425-821-2120 <br /> Project: Typical Footing <br /> Footing: 24"x 24"x 12"thick <br /> Footing B = 2.00 ftt <br /> t = 12 in 'INN <br /> Reinforcement R = (2) #4 ® � <br /> Aar = 0.40 in Isolated F00unig <br /> d = 8.25 in Cover: 3 in -- <br /> Column Cf = 3.50 in Cz = 3.60 in <br /> Materials Pc = 2500 psi Normalweight _®_ = 1.00 <br /> fy - 40000 psi Uncoated"__"__,® e = 1.00 <br /> Net Footing Weight <br /> PFrG= 0.16 k - <br /> Soil Pressure: <br /> PASD =qa8 PFTG = <br /> One-wayshear. 0= 0.75 <br /> Vc= 2.t f,Bd = 19,80 k <br /> Vu50Vc OV, = 14.85k <br /> (B-C _ 0V <br /> Vu =quB� ZCs-d� -4 qu= B�� V„ =quB \ <br /> d 2 1 --+ nu= B-c, <br /> I B(2-d) B� 2 -d) <br /> qu = 14547 psf or 14547 psf Pu = quB2 = 58188# <br /> Two-way shear: 0= 0.75 <br /> [22.6.5.2(a)) vc =4A1 f" = 200 psi a <br /> (22.6.5.2(b)) vc = 2+4);[ f� = 300 psi Q= 1.00 <br /> R ax= 40 <br /> (22.6.5.2(c)) vc = (2+a=a)A f' - 451 psi bo = 2(Cr+d)+2(CZ+d) <br /> bQ c 47 <br /> Vu < 014c = Ovcbod = 58.16 k <br /> Vu =qu[BZ -(Cl +d)(C2+d)] -> qu 0Vc <br /> = [gz_(C1+d)CC2 ;d <br /> qu = 19126 psf Pu quB2 = 76499# <br /> Moment: 0= 0.90 <br /> Mn =AsfY(d-a72) = 10.8 k-ft <br /> a=Asfy/(0.85rcB)= 0.31 in <br /> Mu < omn OM, = 9.7 k-ft <br /> z z <br /> M. <br /> RuB�B 20m, 4uB(B 2 Cl} 20JNn <br /> 2 B((B-C2)/2) 2 B((B-C 2 <br /> qu = 13311 psf or 13311 psf Pu =qup2 = 53244# <br /> Development of Reinforcement <br /> Id=(TO_.k--Tb—)) <br /> Y br+1{rsdy = 7 in ...7 in available OK <br /> d f` Adjusted <br /> Soil Bearing Pressure 1600 psf 2000 psf 2600 psf 3000 psf 3600 psf 4000 psf <br /> Max Load(lbs),Soil 5840 7840 9840 11840 13840 15840 <br /> Max Load(lbs),One-Way Shear 36367 36367 36367 36367 36367 36367 <br /> Max Load(lbs),Two-Way Shear 47812 47812 47812 47812 47812 47612 <br /> Max Load(Ibs),Moment 33278 33278 33278 33278 33278 33278 <br /> Max Load(ASD) 5840 7840 9840 11840 13840 16840 <br /> Max Load(Factored) 9344 12544 16744 18944 22144 26344 <br /> Date: 3/25L2021_ <br /> Page: -...__._M2.3 <br />