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SHIELDSA 12-19-13 <br /> KeyBeais 364 West Lake St. 11:58am <br /> KtyBeem®4.600d Orono, Mn <br /> k,nBeaniH, nc 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: 6.6 PLF <br /> Filename: KYB7 <br /> Other Loads <br /> Type Trib. Other Dead <br /> (Description) Side Begin End WIdth Start End Start End Category <br /> Replacement Uniform(PSF) Top 0' 0.00" 4' 6.00" 4' 0.00" 40 17 Snow <br /> 4 6 0 <br /> 460 <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" 545# -- <br /> 2 4' 6.000" Wall N/A N/A 1.500" 545# <br /> Maximum Load Case Reactions <br /> Used for applying point leads Wilms lords)to ceasing members <br /> Snow Dead <br /> 1 372# 173# <br /> 2 372# 173# <br /> Design spans <br /> 4' 7.750" 1` <br /> Product: 1-3/4 x 7-1/4 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 633.'# 10075,'# ,6% 2.25' Total Load D+S <br /> Shear 403.# 5544.4 7% -0.06' Total Load 0+8 <br /> TL Deflection 0.0111" 0.3097" L1999+ 2.25' Total Load 13+5 <br /> LL Deflection 0.00750 0.2323" L/999+ 2.25' Total Load S <br /> Control: Sheer <br /> DOLS: Live=100% Snow=115% Roof=125% Wind=160% <br /> All ppduot names era trademarks of their respective owners LISA DEARI-TAMER <br /> WEEKES FOREST PRODUCTS\ <br /> Copydght(C)2013 by Simpson Stang-Tie Company Ins ALL RIGHTS RESERVED 2600 COMO AVE <br /> "'possrng 0 Wised as wean the member,Moor Joist,beam or gimlet shown on this drawing mats applicable design cdlede for Loads,Loading Conditions,end Spans listed on this sheet <br /> 7,rp doelgn must be rawownd lye qualified designer or design professional a required foreppmes!This design assumes product Installation according to the manufacturers specification.ST PAUL,MN 55108 <br />