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SHIELDS L 12-19-13 <br /> KeyBeam 12:21pm <br /> 1 of 1 <br /> ICnyBeam40 4.6006 <br /> kmBeamEngiue 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: L/360 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(PSF) Top 0' 0.00" 4' 1.50" 15' 0.00" 40 15 Live <br /> I <br /> 4 1 8 <br /> 4 1 8 <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 N1A 1.500" 1898# <br /> 2 4' 1.500" Wall N/A N/A 1.500" 1898# -- <br /> Maximum Load Case Reactions <br /> Used forapplying point loads(or line loede)to caning wwrnbem <br /> Live Dead <br /> 1 1367# 531# <br /> 2 1367# 531# <br /> Design spans <br /> 4' 3.250" <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 1.50"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 2026.'# 14251.1/ 14% 2.06' Total Load D+L <br /> Shear 1194.# 6318.# 18% -0.06' Total Load D+L <br /> TL Deflection 0.0133" 0.2135" 1.1999+ 2.06' Total Load D+L <br /> LL Deflection 0.0096" 0.1424" 1.1999+ 2.06' Total Load L <br /> Control: Shear <br /> DOLs: Live=100% Snow=115% Roof=125% Wind=160% <br /> All product names aie Iredemarke of their respective Dona LISA DEARHAMER <br /> copyrigm(c)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS raesertveo. WEEKES FOREST PRODUCTS\ <br /> **Pluming is defined as when the member,floor OM,beam weirder shown on this drawing meets applicable design onteda for loads,Loading Conditions,end Spans hated on this sheet. 260D COMO AVE <br /> The design must be reviewed by.qualified deeignerordesign professions!.required for approval This design assume product installation according la the manufacturer apecificsgons ST PAUL,MN 55108 <br />