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SHIELDS D 12-19-13 <br /> KeyBeam 12:13pm <br /> 1 of 1 <br /> KeyBeame 4.600d <br /> lcmBeamEagiae 4.6026 <br /> Matent 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" 19' 0.00" 40 17 Snow <br /> 'Ner7 <br /> T <br /> / t <br /> 900 <br /> 900 <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 1.681" 5002# -- <br /> 2 9' 0.000" Wall N/A N/A 1.681" 5002# -- <br /> Maximum Load Case Reactions <br /> Used for applying point loads(or line loads)to un)Ing members <br /> Snow Dead <br /> 1 3475# 1526# <br /> 2 3475# 1526# <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 1.68"bearing required at bearing#1 <br /> Minimum 1.68"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 11437,'# 24489.'1 46% 4.5' Total Load D+S <br /> Shear 3919.# 9081.# 43% -0.06' Total Load D+S <br /> TL Deflection 0.1763" 0.6097" L/622 4.5' Total Load O+S <br /> LL Deflection 0.1225" 0,4573" L/896 4.5' Total Load S <br /> Control: Positive Moment <br /> DOLs: Live=100% Snow=115% Roof=125% Wind=160% <br /> All p educt names as vedemarks of their respective owners LISA DEARHAMER <br /> WEEKES FOREST PRODUCTS\ <br /> Copydght(C)2013 by Simpson Strong Tie Company Inc.AIL RIGHTS RESERVED 2600 COMO AVE <br /> '•Peaoing is defined as sten the member,floor-plat,basin or glide(shown on this Brewing meats applicable design cdteda for Loads,Loading Conditions,and Spens baled origin sheet <br /> The design must be"viewed bye qualified designer or design professional as squired for approval This design assumes product installation according to the manufacturers epacigeations_ST PAUL,MN 55108 <br />