Laserfiche WebLink
' SHIELDS B 12-19-I3 <br /> KeyBea m 12:10pm <br /> I of 1 <br /> KeyBeam®4.600d !. <br /> kmBeamEngme 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, UI80 total <br /> Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 8.4 PLF <br /> Filename: KYB7 <br /> Other Loads <br /> Type Trtb. Other Dead <br /> (Description) Side Begin End Width Start End Start End Category <br /> Replacement Uniform(PSF) Top 0' 0.00" 8' 0.00" 4' 0.00" 40 17 Snow <br /> T <br /> e / <br /> 8 0 0 <br /> 0 m <br /> 8 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" 96310 -- <br /> 2 8' 0.000" Wall N/A N/A 1.500" 963# -- <br /> Maximum Load Case Reactions <br /> Deed for epplying point bods(online loads)to carrying members <br /> Snow Dead <br /> 1 652# 311# <br /> 2 652# 311# <br /> Design spans <br /> 8' 1.750" <br /> Product: 1-3/4 x 9-1/4 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 1961,W 15620.7$ 12% 4' Total Load D+S <br /> Shear 781,# 7074.# 11% 7.67' Total Load D+S <br /> TL Deflection 0.0507" 0.5431" L/999+ 4' Total Load D+S <br /> LL Deflection 0.0343" 0.4073" L/999+ 4' Total Load S <br /> Control: Positive Moment <br /> DOLs: LIve=100% Snow=115% Roof=125% Wind=160% <br /> All product names are trademarks of their nspeobve owners LISA DEARHAM E R <br /> WEEKES FOREST PRODUCTS\ <br /> CopynigM(C)2013 by Simpson Seung-Tia Company Inc ALL RIGHTS RESERVED 2600 COMO AVE <br /> "Passing is defined as when the member,Soorkoiat,beam orgbder shown on tide drawing meals applicable design alone for Loads,Loading Conditions,and Spans listed on We sheet <br /> The design meal be reviewed bye Qualified designer or design profeealonal as moaned for approval.This design amide's,product irutallegon accosting to the n"nufactumee specifications.ST PAUL,MN 55108 <br />