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SHIELDS[ 12-19-13 <br /> KeyBeaus 12:11'pm <br /> KeyBeam®4.600d <br /> 1unBeamreigine 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: 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" 6' 0.00" 0 100 Live <br /> Additional Uniform(PSF) Top 0' 0.00" 6' 0.00" 7' 6.00" 40 15 Live <br /> Additional Uniform(PSF) Top 0' 0.00" 6' 0.00" 27' 0.00" 40 17 Snow <br /> ;4397i4,- ,<. a <br /> T T <br /> / 1 <br /> 6 0 0 <br /> t/ / <br /> 6 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 1.834" 5455# -- <br /> 2 6' 0.000" Wall N/A WA 1.834" 5455# -- <br /> Maximum Load Case Reactions <br /> Used foreppiying point loads(or line loads)to earryfng members <br /> Live Snow Dead <br /> 1 1045# 3319# 2136# <br /> 2 1045# 3319# 2136# <br /> Design spans <br /> 6' 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 1.83"bearing required at bearing#1 <br /> Minimum 1.83"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 8381.'# 16388.'# 51% 3' Total Load D+S <br /> Shear 4049.# 7265.# 55% 5.46' Total Load D+S <br /> TL Deflection 0.1139" 0.3073" L1647 3' Total Load O+S <br /> LL Deflection 0.0693" 02049" L1999+ 3' Total Load S <br /> Control: Shear <br /> DOLs: Live=100% Snow=115% Roof=125% Wind=160% <br /> AH product names ere trademarks of!heir'Impactive owners L ISA DEARHAMER <br /> WEEKES FOREST PRODUCTS\ <br /> Copyright(C)2013 tryeimpean strong-ne compenyino ALL RIGHTS RESERVED. 2800 COMO AVE <br /> •'Passing Is defined as when the member,floor foist,beam orgiafe5 shown on this drawing meets applicable design cdtede for Loads,Loading Conditions,end Spans bated on this sheet <br /> The design must be reviewed bye qualified deaignerordesign professional as required for approval This design a eurree product Installation according to the manufacturer,specifications ST PAUL,MN 55108 <br />