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2-24-1 <br /> �Q� � 2:31 pr <br /> 1 of <br /> �Beam 4.1 L26.I � <br /> iBeamEn�ce 4.1126.1 <br /> aterialsDafabase ISIS <br /> IAember Data <br /> kscription: Member Type:Joist Application:Floor <br /> Top Lateral Bracing:Continuous <br /> Bottom Lateral Bracing:(See Bebw) <br /> itandard Load: Moisture Condition:Dry Building Code:IBC/IRC <br /> _ive Load: 50 PSF Deflection Criteria: U480 live,L/240 total <br /> �ead Load: 20 PSF Deck Connection:Glued&Nailed <br /> Filename:Beam16 <br /> �20o soo <br /> � � . <br /> � iaoo � <br /> 3earings and Reactions <br /> Input Min Gravity Gravity <br /> Location Type Material Lengfh Required Reaction Uplift <br /> 0' 0.000" Wall Not Checked 3.500" 1.500" 509# -- <br /> : 12' 0.000" Wall Not Chedced 3.500" 1.965" 1252# -- <br /> Jla�dmum Load Case Reactions <br /> isetl forappying poiM batls(or ine bads)to ca�rying nertbers <br /> Live Dead <br /> 393q(295p1f) 116q(87p1� <br /> as�ts�,dn �l2ssdrl <br /> �esign spans <br /> 11' 9.375" 6' 0.000"(right cant) <br /> Product: Spruce-Pine-Fir (PT) #2 2 x 12 16.0" O.C. PA�SES DESIGN CHECKS <br /> Design assumes continuous laberal bracing along the top chord. <br /> No lateral bracing required ala�g fhe bothwn chord. <br /> �Ilowable Stress Design <br /> Actual Allowable Capacity Location Loading <br /> 'ositive Moment 1387.# 2653.# 52% 5.52' Odd Spans D+L <br /> Jegative Moment 1680.# 2653.# 63°� 12' Total Load D+L <br /> Jegative Unbrcd 1680.# 2653.# 63% 12' Total Load D+L <br /> >hear 605.# 1519.# 39% 11.41' Total Load D+L ' <br /> Aax.Readion 1252.# 2470.# 50% 12' Total Load D+L <br /> _L Defledion 0.1160" 0.2945" U999+ 6.11' Odd Spans L <br /> 'L Deflection 0.1335" 0.5891" U999+ 6.11' Odd Spans D+L <br /> .L Defl.,Rt. 0.2710" 0.3000" 2U531 18' Cants Ony L <br /> t Defl.,Rt. 0.3038" 0.6000" 2U474 18' Cants Ony D+L <br /> ;oMrol: TL Defl.,Rt. <br /> DOL.S: LI�e=100% SnaNV=115% Roof=125% Wi�160% <br /> Design assumes a repetiti�e member use increase in bending stress: 15% <br /> This member has bcen designed in aCcordance with NDS 2005 I. <br /> ,. <br /> .--:� _ <br /> 1 <br /> � <br /> � <br /> �->:, <br /> PI protluct nartes are Uaaerte�l¢of their respective owners Kyle Shaffe� <br /> Weekes Forest Produd� <br /> Copyright(C)2013 by Sinpson Stmng-Tie Cortpany Inc.PLL RIGHTS RESER�ED. 26��CiOR10 AV2 <br /> �assing is Oefinetl as when the rtercber,fborpist,Eeamor girdeS shown on this tlrawing meets appicable desiqn cAtena for Loads,Loatling Conditions,and Spans IsteO on this sheel.The St Paul,MN 55108 <br /> :ign rtust De reviewetl by a quaffied designer or deaign professional as requiretl forappioval This tlesign assumas pioCuct instalation according to the manufacturei s specifications. <br /> ra��t�Fn-R��� <br />