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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: 3/6 <br /> SUMMARY: <br /> Selected anchor: Power-Stud+SDI <br /> 5/8"0; hnom 4-5/8"(118mm),Grade 2 t _ hw --Miam^ <br /> Effective embedment: hef = 4.000 inch d' °h" <br /> Approval: ICC-ES ESR-2818 —Iq_ <br /> Basic principles of design: <br /> Design method: ACI 318-11 (Appendix D) <br /> Concrete: Normal weight concrete uncracked concrete f'c =4000 psi <br /> Load combinations: from Section 9.2 <br /> Factored loads <br /> Anchor parameters: cmin = 4.25 inch Smin = 4.25 inch hmin = 7.00 inch <br /> cac= 10.00 inch scr= 12.00 inch Anchor ductility: yes <br /> Reinforcement: no reinforcement to limit splitting cracks available <br /> Tension: Condition B Shear: Condition B <br /> Stand-off: not existent <br /> Seismic loads: no <br /> Resulting anchor forces/load distribution: <br /> Anchor No. Tension load Shear load <br /> #1 2832 Ib 3040 Ib <br /> Y Maximum 2832 Ib 3040 lb <br /> i <br /> X <br /> Max.concrete compression strain: 0.00 %0 <br /> Max.concrete compression stress: 0 psi <br /> Resulting tension force: 2832 Ib <br /> Resulting compression force: 0 Ib <br /> Calculations: Design proof: Demand Capacity Status <br /> Tension load 2832 Ib 4736 Ib 0.60!5 1.0 <br /> Shear load 3040 Ib 5480 Ib 0.55s 1.0 OK <br /> Interaction - - - 0.96:5 1.0 <br /> Anchor plate: Material: fyk = 36000 psi <br /> Length x width: 2.50 inch x 6.25 inch <br /> Actual plate thickness: 0.250 inch <br /> Calculated plate thickness: - inch not calculated <br /> Profile: none selected <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_DeWalt_Anchor.pcp2 <br />