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SHIELDS! 12-19-13 <br /> KeyBeaux 12:19pm <br /> IofI <br /> Keyaeama 4.600d <br /> kiuBe mEngine 4,6026 <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: L/360 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(PSF) Top 0' 0.00" 7' 0.00" 11' 0.00" 40 17 Snow I <br /> I <br /> j <br /> 7 0 0 <br /> 5 0 <br /> 7 0 0 <br /> 1 <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" 2325# -- <br /> 1 2 7' 0.000" Wall N/A N/A 1.500" 2325# -- <br /> Maximum Load Case Reactions <br /> Used for applying point loads(or line loads)to ca,"g mombera <br /> Live Snow Dead <br /> 1 143# 1572# 752# <br /> 2 143# 1572# 752# <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 41531 163881 25% 3.5' Total Load D+S <br /> Shear 1809.# 7265.# 24% 6.36' Total Load D+S <br /> TL Deflection 0.0763" 0.3573" L/9g3+ 3.5' Total Load D+S <br /> LL Deflection 0.0516" 0.2382" L/999+ 3.5' Total Load S <br /> Control: Positive Moment <br /> DOLs: Live=100% Snow=115%a Roof=125% Wind=160% <br /> An product names ere tndemanca of their respective owners LISA DEARHAMER <br /> WEEKES FOREST PRODUCTS\ <br /> Copyright(C)2013 by Simpson Stung-Re Companylno ALL RIGHTS RESERVED 2600 COMO AVE <br /> "Pas.ing Is defined es when the member,goorjolai,beam or girds(shown on this drawing moets appllcabl•dealgn coterie for Load.,Loading Conditions,end Spans listed on this sherd <br /> The design must be unflawed bye qualified designer or design profenalonal so required for approvel.This dealgn assumes product installation according to the manufacturers epaelfieegona.ST PAUL,MN 55108 <br />