Laserfiche WebLink
" 19011 Wood-Sno Road NE,Suite 100 <br /> R. Woodinville,WA 99072-4436 <br /> Phone:425-814-8448 <br /> E Nfisl EF-IIPti fi Fax:425-821-2120 <br /> Project: Typical Footing <br /> Footing: 24"x 24"x 12"thick <br /> ht <br /> Footing B =2.00 ft <br /> e t = 12in <br /> Reinforcement R = (2) #4 <br /> A sr = 0.40 in Isolated foo +ffi <br /> d= 8.25 in Cover. 3 in <br /> Column C, = 3.50 in C2 = 3.50 in <br /> Materials fc = 2500 psi Nor._ mslweight A= 1.00 <br /> fy = 40000 psi uncoated `� fie = 1.00 <br /> Net Footing Weight _F. <br /> PFTc= 0.16 k l' <br /> Soil Pressure: _ �-R <br /> Paso =gaBZ_...pFTo <br /> One-way shear. 0= 0.75 <br /> Vc=2A1 f,'Bd = 19.80k <br /> V,,<_ OVc OVC= 14.85 k <br /> Vu=quB B 2 C2 d)-, qu= B O� Vu=quB(B 2 Cl d -� qu= B o yc <br /> qu = 14547 psf or 14547 psf Pu =qu82 58188# <br /> Two-way shear: 0= 0.75 <br /> [22.6.5.2(a)] vc=4A fc= 200 psi a <br /> jz2.6.5.2(b)) vC= (2+4) f� = 300 si '6- 1.00 <br /> 6 p ax=40 <br /> [22.6.5.2(c)) vc= 2+ - ),1 f"= 451 psi bo = 2(Ci+d)+2(C2�+-d) <br /> 47 <br /> VuCOVC OVC=Ovbod = 58.16k <br /> Vu=qu[B2-(Cs PVC <br /> +d)(C2+d)]-4 qu = [BZ-(CI+d)(C2+d)a <br /> qu = 19125 psf Pu=quB' = 76499# <br /> Moment: 0= 0.90 <br /> Mn=As fy(d-a/2) = 10.8 k-ft <br /> a=Asfyl(0.85f,B)= 0.31 in <br /> Mu < 0m,a 04,= 9.7kft <br /> Mu qu ( 2 } 20M„ qu 2 24M„ <br /> = qu= y MU= qu= <br /> 2 B((B--C2)/2) 2 8((B—Cx)/2)2 <br /> qu= 13311 psf or 13311 psf Pu=quB' = 53244# <br /> Development of Reinforcement <br /> Id= 40 fy btu KS di,= 7 in ...7 in available OK <br /> d f`1c db � Adjusted <br /> Sail Bearing Pressure 1600 psf 2000 psf 2600 psf 3000 psf 3500 psf 4000 psf <br /> Max Load(lbs), Soil 5840 7840 9840 11840 13840 15840 <br /> Max Load pbs), One-Way Shear 36367 36367 36367 36367 $6367 36367 <br /> Max Load(Ibs),Two-Way Shear 47812 47812 47812 47812 47812 47812 <br /> Max Load(lbs),Moment 33278 33278 33278 33278 33278 33278 <br /> Max Load(ASD) 5840 7840 9840 11840 13840 15840 <br /> Max Load(Factored) 9344 125" 15744 189" 22144 25344 <br /> Date:3/25/2021 <br /> Page: M2.3 <br />