Laserfiche WebLink
Company name: Malouf Engineering Int'I. Inc. <br /> Project: DUNKLEY RESIDENCE SITE Date: 2/15/2018 <br /> Version: 2.4.6290.27783 Project number:MN0535513-18V0 Page: 5/6 <br /> Concrete breakout strength,direction y-: <br /> Ie =4.00 inch <br /> da =0.625 inch <br /> Cal =6.00 inch <br /> Vb = Aa * 7 * (le/d0)0.2* da0.5* f'c0.5* Ca11.5 D.6.2.2 <br /> = 1.00* 7 * 1.450* 0.791 * 63.246" 14.70= 7456 Ib <br /> AVCO =162.00 inch' <br /> AVC =135.00 inch' <br /> Wec,V = 1.000 D.6.2.5 <br /> Wed,v =0.900 D.6.2.6 <br /> Wa v = 1.000 D.6.2.1 c <br /> Wc,v = 1.400 D.6.2.7 <br /> Wh,V =1.000 D.6.2.8 <br /> 0 * Vcb = 0 * (Avc/Avco) ' Wec,V * Wed,V* (Pa,v* Wc,V * Wh,V* Vb D.6.2.1 <br /> =0.70*0 35.00/162.00)*1.000*0.900*1.000*1.400*1.000*7456 Ib <br /> =5480 Ib <br /> Vua =3040 Ib <br /> Design proof: Vua/(m* Vcbg) = 3040 Ib/5480 Ib= 0.55:s 1.00 <br /> Pryout strength: <br /> hef =4.000 inch <br /> kc =24.0 <br /> Nb = kc * f'CO.5* Aa* hef1.5 D.5.2.2 <br /> = 24.0* 4000 0.5* 1.00* 4.0001.5= 12143 Ib <br /> ANC = 144.00 inch' <br /> ANco = 144.00 inch' <br /> Ca,min =6.00 inch <br /> Wed,N =1.000 D.5.2.5 <br /> tpcp,N =0.600 D.5.2.7 <br /> Wc,N =1.000 D.5.2.6 <br /> kcp =2.0 D.6.3.1 <br /> 0 * Vcp = m * (ANc/ANcO) * Wed,N * Wcp,N * Wc,N * Nb* kcp <br /> =0.70*(144.00!144.00)*1.000*0.600*1.000*12143 Ib*2.0 <br /> =10200 Ib <br /> Vua =3040 Ib <br /> Design proof: Vua/((D* Vcp) = 3040 Ib/ 10200 Ib= 0.30:5 1.00 <br /> COMBINATION TENSION/SHEAR LOAD: Reference <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines and must be checked for plausibility. <br /> PDA-Powers Design Assist® MN05355B-18V0_IoWalt_Anchor.pcp2 <br />