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IP <br /> CS Beam 2017.1.4.2 LMC-Tamcsuina Res <br /> 1m ar20171.0.4 11-8-17 <br /> Medals Diabase 1562 Deck Beam �( Pc/l✓\ U 1:03pm <br /> 1of1 <br /> Member Data <br /> Description: Member Type:Beam Application:Floor <br /> Top Lateral Bracing:Continuous <br /> Bottom Lateral Bracing:Continuous <br /> Standard Load: Moisture Condition: Dry Building Code:IBC/IRC <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:Beam3 <br /> Other Loads <br /> Type Trb. Other Dead <br /> (Desaiption) Side Begn End Width Slat End Stat End Category <br /> Reclacement Uniform!PSF; Front 0' 0.00" 9' 9.00" 4' 0.00" 40 20 Live <br /> 17 � <br /> / <br /> 990 <br /> m m <br /> 990 <br /> Bearings and Reactions <br /> Gravity Gravky <br /> Location Type MaterialLength Required Reaction Upift <br /> 1 0' 0.000" Wall Not Checked N/A 1.500" 1241# — <br /> 2 9' 9.000" Waft Not Checked N/A 1.500" 1241# — <br /> Madurum Load Case Readons <br /> Used for eppNk9 Paid Toads(or him loads)to carrying mambos <br /> Live Deed <br /> 1 792# 449# <br /> 2 792# 449# <br /> Design spans <br /> 9'10.750" <br /> Product: SYP(June2013)#2 2 x 10 3 ply PASSES DESIGN CHECKS <br /> Conned memberswit h 2 rows of 16d common nails at 12.0"oc <br /> NOTE:Nags must be applied from both sides <br /> Mninum 1.50"bearing requied at bearing#1 <br /> Mininum 1.50"bearing requiedatbearing#2 <br /> Design assumes continuous lateral bracing along the top chord. <br /> Design assumes continuous lateral bracing along the bottom chord. <br /> Allowable Stress Design <br /> Actual Aloweble Capacity Location Loading <br /> Positive Moment 3070.'# 4920.'# 62% 4.88' Total Load D+L <br /> Shear 1048.# 4856.# 21% -0.06' Total Load D+L <br /> LL Deflection 0.0831" 0.3299" U999+ 4.88' Total Load L <br /> TL Deflection 0.1302" 0.4948" L/911 4.88' Total Load D+L <br /> Control: Positive Moment <br /> DOLs: Live=100% Srtow=115% 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 /> Al product names are trademarks d bair respective owns <br /> Copyright(C)2016 by Simpson Strong-Tie Company Inc.ILL RIG WS RES ERNE D. <br /> 'Passing is da nod as wrier the member,hrorjolst,been weirder,crown onthis drawing meats epplcable de en cnteb for toads,Lcadng Corn:bo a.and Sons listed on this sheet. <br /> The deep must be reviewed b,a,ualfied des mer or dead,rrofeeslmal as..o nil for a newel.The deo-.n assumes:roiuct nstalbtion$o tdni to the manufacturer's...tics/ions. <br />