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Company name: Malouf Engineering Int'I. Inc. <br /> Project: DUNKLEY RESIDENCE SITE Date: 2/15/2018 <br /> Version: 2.4.6290.27783 Project number: MN05355B-18V0 Page: 4/6 <br /> DESIGN PROOF TENSION LOADING: Reference <br /> Steel strength: <br /> Nsa = 14465 Ib D.5.1 <br /> m * Nsa = 0 * Nsa D.5.1.2 <br /> =0.75*14465 Ib= 10849 Ib <br /> Nua =2832 Ib <br /> Design proof: Nua/(4)* Nsa) = 2832 Ib/ 10849 Ib= 0.26<_ 1.00 <br /> Concrete breakout strength: <br /> hef =4.000 inch <br /> kc =24.0 <br /> Nb = kc * f'c0.5* Aa * hef1.5 D.5.2.2 <br /> = 24.0* 63.25* 1.00* 8.000= 12143 Ib <br /> ANco =144.00 inch' <br /> ANC = 144.00 inch' <br /> Wed,N = 1.000 D.5.2.5 <br /> Wc,N =1.00 D.5.2.6 <br /> cac =10.00 inch <br /> ca,mm =6.00 Inch <br /> Wcp,N =0.600 D.5.2.7 <br /> 0 * Ncb = m * (ANc/ANcO) * Wed,N * Wc,N * Wcp,N * Nb D.5.2.1 <br /> =0.65*(144.00/144.00)*1.000*1.00*0.600*12143 Ib <br /> =4736 Ib <br /> Nua =2832 Ib <br /> Design proof: Nua/(4)* Ncb) = 2832 Ib/4736 Ib= 0.60:5 1.00 <br /> DESIGN PROOF SHEAR LOADING: Reference <br /> Steel strength(without lever arm): <br /> Vsa =9030 Ib D.6.1 <br /> m * Vsa = m * Vsa D.6.1.2 <br /> =0.65*9030 Ib=5870 Ib <br /> Vua =3040 Ib <br /> Design proof: Vua/ (m* Vsa) = 3040 Ib/5870 Ib= 0.52<_ 1.00 <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_Dewall_Anchor.pcp2 <br />