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t ` <br /> SHIELDS H 12-19-13 <br /> KeyBeaA 12:16pm <br /> l of l <br /> KcyBcamai44.mat <br /> lanBeamFngme46026 <br /> Matc ials Deebase 1421 <br /> 4 <br /> Member Data <br /> Description: Member Type: Beam Application: Floor <br /> Top Lateral Bracing: Continuous <br /> Bottom Lateral Bracing: (See Below) <br /> Standard Load: Moisture Condition: Dry Building Code: IBC/IRC <br /> Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total <br /> Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 8.6 PLF <br /> Filename: KYB7 <br /> Other Loads <br /> Type Trib. Other Dead <br /> (Description) Side Begin End Width Start End Start End Category <br /> Additional Uniform(PLF) Top 0' 0.00" T 0.00" 0 100 Live <br /> Additional Uniform(PSF) Top 0' 0.00" 7' 0.00" 11' 0.00" 40 15 Live <br /> QAy <br /> T .. /dr% <br /> 700 (� <br /> ® sir <br /> / ! <br /> 700 <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> Location Type Material Length Required Reaction Uplift <br /> 1 0' 0.000" Wall N/A N/A 1.500" 2746# -- <br /> 2 7' 0:000" Wall N/A N/A 1.500" 2746# -- <br /> Maximum Load Case Reactions <br /> Used for applying point loads(or line loede)to denying members <br /> Live Dead <br /> 1 1715# 1031# <br /> 2 1715# 1031# <br /> Design spans <br /> 7' 1.750" <br /> Product: 1-3/4 x 9-1/2 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS <br /> Connect members with 2 rows of 16d common nails at 12.0"oc <br /> Minimum 1.50"bearing required at bearing#1 <br /> Minimum 1.50"bearing required at bearing#2 <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 4906.' 14251.'# 34% 3.5' Total Load D+L <br /> Shear 2138.# 6318# 33% -0.06' Total Load D+L <br /> TL Deflection 0.0902" 0.3573" L/951 3.5' Total Load D+L <br /> LL Deflection 0.0563" 0.2382" L/999+ 3.5' Total Load L <br /> Control: Positive Moment <br /> DOLs: Live=100% Snow=115% Roof=125% Wind=1B0% <br /> All product names ere trademarks of their,eegeclive owners LISA DEARHAM E R <br /> cepydgnt(C)2013 bysimpson Sbong-Tle Companylnc.AL.RIGHTS RESERVED. WEEKES FOREST PRODUCTS\ <br /> "Passing le defined se when the member,f oorjeist,beam or girds(shown on this drawing meets applicable design cdtene for Load*,Loading Conditions,and Spans gated on this sheet 2600 COMO AVE <br /> The design must be reviewed bye qualified designerordeaign pmkseional as required fbreppmeei This design assumes product installation according to the menufecturars specifiadons.ST PAUL,MN 55108 <br />