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10180819_2309 N. LYON - Plan
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10180819_2309 N. LYON - Plan
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Last modified
5/3/2021 5:00:03 PM
Creation date
10/25/2020 5:21:10 PM
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Plan
Permit Number
10180819
Full Address
2309 N Lyon St
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WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN <br />MP1.wwb WoodWorks® Sizer 10.1 Page 2 <br />Analysi5 vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : <br />Criterion AnaIys:is Value De'sign :Value :Analysis/Design <br />Shear fv =2.8 Fv' =180 fv/Fv' =0.16 <br />Bending ( +)fb =547 Fb 1 = 117'0 fb/Fb' =0.47 <br />Bending(-)fb =540 Fb' = li70 fb/Fb' =0.46 <br />Deflectien: <br />Interior Live 0.06 = :<L/999 0.61 =L/240 0.09 <br />Total 0.25 =L/576 0'.81 L/1;8:0:0.31 <br />Cantil.Live 0.19 = L/321 0.51 =L/120 0.37 <br />Total 0.08 = 6/805 0.68; =L/90 O-11 <br />Additional Data: <br />FACTORS:F/E(psi)¢D CM Ct eL CF Cfu Cr efrt Ci en LC# <br />Fv'180 1.00 1.00 1.00 - - - 1.00 1.00 1.00 2 <br />tb'+900 1.00 1.00 1.00 1.000' 1-300 1.00 1.00 1.00 1.00 - 4 <br />Mb'900 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.0:0:1.00 - 2 <br />Fcp'625 -1.00 1.00 - - - -1.00 1.0·0 <br />El 1.6 million 1.00 1.0:0 - - - 1.0'0 1.0.0 - 4 <br />CRITICAL LOAD COMBINATIONS: <br />Shear :LC #"2 = D+Lr, V =396, V design =364 lbs <br />Bending(+)LC #4 = D+Lr (pattern:L) , :14 -= 804 lbs-ft <br />Bending(-):: LC #2 = D+Lr:, M =794 lbs--ft <br />Deflection: LC #3 =(live) <br />Le #4 =(total) <br />D=dead L=live S=snow W=wind I=impact Lr=roof live Le=concentrated E=earthquake <br />All LC' s are listed in the Analysis output <br />Load Patterns: s=S/2:,: X=L+S or L+Lri _=no pattern load in this span <br />Load combinations: :ASCE 7-10 1 IBC :2012 <br />CALCULATIONS <br />Deflection:EI =78e06 lb-in2 <br />"Live" deflection = Deflection: from all non-dead loads (live, wind, snpw...) <br />Tdtal Deflection = 1.00(Dead Lead 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 destin are in accordance with the ICC International Building Code (IBC 201;21 the National <br />Design Specification (NDS 2012), and NDS Design Supplement. <br />2 Please v.erify 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. Cantileverdeffections do not <br />govern design.
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