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SHIELDS E 12-19-13 <br /> KeyBeans 12:13pm <br /> 1 of 1 <br /> KeyBeam®4.6001 <br /> lonBeamEngme 4.6026 <br /> Materials Database 1421 <br /> Member Data <br /> Description: Member Type: Beam Application: Roof <br /> Top Lateral Bracing: Continuous Slope: 0.00/ 12 <br /> Bottom Lateral Bracing: (See Below) <br /> Standard Load: Moisture Condition: Dry Building Code: IBC/IRC <br /> Snow Load: 42 PLF Deflection Criteria: U240 live, L/180 total <br /> Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 10.8 PLF <br /> Filename: KYB7 <br /> Other Loads <br /> Type Trib. Other Dead <br /> (Description) Side Begin End Width Start End Start End Category <br /> Replacement Uniform(PSF) Top 0' 0.00" 9' 0.00" 3' 0.00" 40 17 Snow <br /> t I <br /> a 9 0 0 <br /> 9 <br /> 9 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" 831# <br /> 2 9' 0.000" Wall WA N/A 1.500" 831# <br /> Maximum Load Case Reactions <br /> Used for appl4ng point leads(or line loads)to canting members <br /> Snow Dead <br /> 1 549# 2834 <br /> 2 549# 283# <br /> Design spans <br /> 9' 1.750" <br /> Product: 1-3/4 x 11-7/8 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 1901.'# 24489.# 7% 4.5' Total Load 0+3 <br /> Shear 651.# 9081.# 7% 8.16' Total Load 0+3 <br /> TL Deflection 0.0293" 0.6097" L/999+ 4.5' Total Load D+S <br /> LL Deflection 0.0193" 0.4573" L/999+ 4.5' Total Load S <br /> Control: Positive Moment <br /> DOLs: Live=100% Snow=115% Roof=125% Wind=160% <br /> All product nemea are trademarks of their respective owners LISA DEARI-IAMER <br /> Copyright(C)2013 bySImpeon Slmng-Tia Companytnc.ALI.RIGHTS RESERVED WE EKES FOREST PRODUCTS\ <br /> '.Passing I.defined es when the member,floor jowl,beam orghdeq shown on this drawing meets applicable design criteria for Loads,Loading Conditions,end Spare.Bated on this sheet 2600 COMO AVE <br /> The design must be reviewed bya qualified designerordeelgn piolaaelonal as requlred for approval Thie design assumes product installation according to the manufacturers apecHialione ST PAUL,MN 55108 <br />