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WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN <br />MP2.wwb WoodWorks® Sizer 10.0 Page 2 <br />Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : <br />Criterion Analysis Value Design Value Analysis/Design <br />Shear fv =20 FV' =180 fv/Fv' =0.11 <br />Bending(+)fb =193 Fb' = 1211 fb/Fb' =0.16 <br />Bending(-)fb = 226 Fb' = 1183 fb/Fb' =0.19 <br />Deflection: <br />Interior Live -0.02 = <L/999 0.60 =L/180 0.03 <br />Total 0.04 = <L/999 0.89 =L/120 0.05 <br />Cantil.Live 0.03 =L/894 0.28 =L/90 0.10 <br />Total -0.00 = <L/999 0.42 =L/60 0.01 <br />.Additional Data: <br />FACTORS:F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# <br />Fv'180 1.00 1.00 1.00 - -1.00 1.00 1.00 6 <br />Fb'+900 0.90 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 1 <br />Fb'-900 0.90 1.00 1.00 0.977 1.300 1.00 1.15 1.00 1.00 - 1 <br />Fcp'625 -1.00 1.00 - -1.00 1.00 - <br />E' 1.6 million 1.00 1.00 - -1.00 1.00 - 1 <br />Emin'0.58 million 1.00 1.00 - -1.00 1.00 - 1 <br />CRITICAL LOAD COMBINATIONS: <br />Shear :LC #6 =D+Lr (pattern:.L), V = 134, V design =108 lbs <br />Bending(+): LC #1 =D only, M =122 lbs-ft <br />Bending(-): LC #1 =D only, M =142 lbs-ft <br />Deflection: LC #2 =D+Lr (live) <br />LC #1 =D only (total) <br />D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake <br />·All LC's are listed in the Analysis output <br />Load Patterns: s=S/2,X=L+S or L+Lr, _=no pattern load in this span <br />Load combinations: ASCE 7-10 / IBC 2012 <br />.CALCULATIONS: <br />Deflection:EI =33e06 lb-in2 <br />"Live" deflection = Deflection from all non-dead loads (live, wind, snow_) <br />Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. <br />Bearing: Allowable bearing at an angle F'theta calculated for each support <br />as per NDS 3.10.3 <br />Design Notes: <br />1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National <br />Design Specification (NDS 2012), and NDS Design Supplement. <br />2. Please verify that the default deflection limits are appropriate for your application. <br />3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the <br />middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. <br />4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. <br />5. SLOPED BEAMS: level bearing is required for all sloped beams. <br />6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not <br />govern design.