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� ironwood cantiilevered joists 5-3-12 <br /> �Cy 1��.'��l 1:05pm <br /> �Ho c��Y <br /> Key6eamr8`�4.507f � <br /> kmBeamEi�in�4.509�t <br /> Matenals Database 1339 <br /> Member Data <br /> Description: Member Type: Joist Application: Floor <br /> Top Lateral Bracing: Continuous <br /> Bottom Lateral Bracing: (See Below) <br /> Standard Load: Moisture Condition: Dry Buiiding Code: IBC/IRC <br /> Dead Load: 20 PSF Deflection Criteria: U480 live, U240 total <br /> Live Load: 60 PSF Deck Connection: Glued&Nailed <br /> Filename: KY619 <br /> Joist Design Includes CCMC Vibration Check <br /> Subfloor:3/4"OSB <br /> Ceilinq: (None) Blocking:(See Requirements Below) <br /> 14 O O 5 O O <br /> 9 � , <br /> , <br /> ,900 <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> Location Type Material Length Required Reaction Uplift <br /> 1 0' 0.000" Girder Steel 1.750" N/A 536# -- <br /> 2 13'10.250" Wall Steel 3.500" 1.610" 1026# -- <br /> Maximum Load Case Reactions <br /> UseA tor applying pam bads(or fine bads)to ca�rying mem6ers <br /> Dead Live <br /> 1 120#(120p1� 416#(416p1� <br /> 2 257#(257p1� 770#(770p1f) <br /> Design spans <br /> 13'10250" 5' 0.000"(right cant) <br /> Product:SPFPT#2 2 x 12 12.0"O.C. <br /> Component Member Design has Passed Design Checks'**' <br /> Design assumes continuous lateral bracing along the top chord. <br /> No lateral bracing required along the bottom chord. <br /> Allowable Stress Design <br /> Actual Allowable Capacity Location Loading <br /> Positive Moment 1794.'# 2653.'# 67% 6.93' Odd Spans D+L <br /> Negative Moment 1000.'# 2653.'# 37°� 13.85' Total load D+L <br /> Negative Unbrcd 1000.'# 2653.'# 37% 13.85' Total Ioad D+L <br /> Shear 551.# 1519.# 36°k 13.16' Total load D+L <br /> Max.Reaction 1026.# 2470.# 41% 13.85' Total load D+L <br /> LL Deflection 0.1996" 0.3464" U832 6.93' Odd Spans L <br /> TL Deflection 0.2453" 0.6927" U677 6.93' Odd Spans D+L <br /> LL Defl.,Rt. -0.2305" 02500" 2U520 18.85' Odd Spans L <br /> TL Defl.,Rt. -0.2565" 0.5000" 21J467 18.85' Odd Spans D+L <br /> Control: TL Defl.,Rt. <br /> DOLs: Live=100�o Snow=115qo Roof=125% Wind=160% <br /> Design assumes a repetitive member use increase in bending stress:15°� <br /> This member has been designed in aCcordance with NDS 2005 <br /> Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. <br /> PJI protluct names are trademarks ot their respective owners <br /> �p��ar R. CopyrigM(q1987-2011 by Keymark Enterpnses.LLC.ALL RIGHTS RESERVED. <br /> "Passinq is tlefinetl as when the member,800r joist,beam or q�rder,stwwn on this tlrawing meets applicable Cesgn critena for Loads,Loading Condilions,anG Spans 6ste0 on fhis sheet.The <br /> tlesian must be reviewed by a qualifetl tlesiqner or tlesign professional as required for approval.This design assumes pmtluct installation according to the manufacturer s specificffiions. <br />