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SHIELDS G 12-19-13 <br /> KeyBeans 12:1 of 1 <br /> pm <br /> KeyBeam®4.600d <br /> I®Beamfngme4.6026 <br /> Materials Database 1421 <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, L1240 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" 7' 0.00" 0 100 Live <br /> Additional Uniform(PSF) Top 0' 0.00" 7' 0.00" 16' 0.00" 40 15 Live <br /> T <br /> I / <br /> 7 0 0 <br /> 7 0 0 <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" 3729# -- <br /> 2 7' 0.000" Wall N/A N/A 1.500" 3729# -- <br /> Maximum Load Case Reactions <br /> Used for applying point loads(or line loads)to oeerng nwmoeth <br /> Live Dead <br /> 1 2430# 1299# <br /> 2 2430# 129911 <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 6661.'# 14251.'# 46% 3.5' Total Load D+L <br /> Shear 2903.# 6318.# 45% -0.06' Total Load D+L <br /> TL Deflection 0.1224" 0.3573" 11700 3.5' Total Load 0+1.. <br /> LL Deflection 0.0798" 0.2382" L/999+ 3.5' Total Load L <br /> Control: Positive Moment <br /> DOLs: Live=100% Snow=115% Roof=125% Wind=160% <br /> All product names are trademarks of Mei rrespectve owners LISA DEARHAMER <br /> WEEKES FOREST PRODUCTS\ <br /> Copood(c)2013 bySimpeon Strong-Tie Company I no.ALL RIGHTS RESERVED. 2600 COMO AVE <br /> ...Ceasing Is defined es when the member,lloorjolal,been/or girds)shown on this drawing meets applicable design criteria forLoeda,Loading Conditions,end Spens listed on this sheel. <br /> The design must be reviewed bye wedded designerordeaign professional es required for approval.This design assumes product installallon according to Ilse menufecturer's apeeifieagons ST PAUL,MN 55108 <br />