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CSB®20n.1.42 LDK-Tamasuina Res <br /> 1mElstEngne2017.1.0.4 i t 4,... 11-8-17 <br /> Michals Daatase1562 Path Floa Beam 56A/VA1:07pm <br /> • Leff Side 1 of 1 <br /> Mender Data <br /> Description: Member Type:Beam Application:Floor <br /> Top Lateral Bracing:Continuous <br /> Bottom Lateral Bracing:Contnuous <br /> Standard Load: Moisture Condition:Dry Building Code:IBCARC <br /> Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total <br /> Dead Load: 15 PLF Deck Connection:Nailed Member Weight: 10.8 PLF <br /> Filename:Beam4 <br /> Other Loads <br /> Type Trb. Other Deed , <br /> (Desaiption) Side Begin End Width Stat End Start End Category <br /> ' Replacement Uniform(PSF) Top 0' 0.00" 12' 0.00" 1' 0.00' 40 20 Live <br /> Point(LBS) Top 4' 0.94" 317 298 Live <br /> Point(LBS) Top 7'11.06" 317 365 Live <br /> Point l LBS) Top 11'10.00" 118 141 Live <br /> ., II <br /> 12 0 0 <br /> O 0 <br /> 12 0 0 <br /> Bearings and Reactions <br /> input Mn Gravity Cly <br /> Location Type Material Length Requied Reaction llpilt <br /> 1 0' 0.000" Wall Not Checked 3.500" 1.500" 1062# — <br /> 2 12' 0.000" Wati Not Checked 1.750" 1.500" 1323# — <br /> Maldmum Load Case Reactions <br /> Used for applying pole loads(or lire bade)to orrling members <br /> Uwe Dead <br /> 1 556# 506# <br /> 2 6644 659# <br /> Design spans <br /> 11' 8.500" <br /> i <br /> Product: SYP(June2013)#2 2 x 10 3 ply PASSES DESIGN CHECKS <br /> Conned members with 2 rows of 16d common nabs at 12.0-oc <br /> NOTE Nails must be appied from both skies <br /> Design assumes continuous aterai bracng along the top chord. <br /> Design assumes continuous Wesal bracing along the bottom lard. <br /> Allowable Stress Design <br /> Actual Afowable Capacity Location Loading <br /> Positive Moment 3785.1i 4920.'# 76% 6.66' Total Load D+L <br /> Shear 1041.# 4856.# 21% 11.84' Total Load D+L <br /> Max.Reaction 1323.# 4449.# 29% 12' Total Load D+L <br /> LL Deflection 0.1165' 0.3903" U999+ 6.07' Total Load L <br /> TL Deflection 0.2274" 0.5854' U617 6.07' Total Load D+L <br /> Control: Positt,e Moment <br /> DOLs: Uve=100% Snow115% 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 2012 <br /> i <br /> Al product names are bedemab d their respective owner <br /> Copyright(C)2016 by Shspeon Stmng.Tle Company Inc.PLL RIGHTS RESERVED. <br /> **Paving is dd sod as whar the member.fluoride.beam or gilder,clown on this drawing meets epplbeble design setae for toads Loafing Coniitinw.a'rd Spans listed oath a sheet <br /> The dein must be rviesed b.a:welded dedgrwr or dedm rrotes doreI es re,urei for sr.rove!.The isms...urns*:raiuct instalbeon ccordn,to the manufedurer s a scitcdions <br />