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SHIELDS F 12-I9-13 <br /> _eyia 12:15pm <br /> of I <br /> ffeyratam4.6tl3d <br /> WAAComEa jnE.9:6O2G <br /> Matettab 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: U360 live, L1240 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 /> Replacement Uniform(PSF) Top 0' 0.00" 6' 0.00" 8' 0.00" 40 17 Snow <br /> Additional Uniform(PLF) Top 0' 0.00" 6' 0.00" 0 100 Live <br /> Additional Uniform(PSF) Top 0' 0.00" 6' 0.00" 1' 0.00" 40 15 Live <br /> _y P,vzikA...' � � � � amu, i�i, "+� <br /> T <br /> 6 0 0 <br /> 6 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" 1781# - <br /> 2 6' 0.000" Wall N/A WA 1.500" 1781# <br /> Maximum Load Case Reactions <br /> Used forapplying point loads(or lino loads)to carrying members <br /> Live Snow Dead <br /> 1 123# 983# 798# <br /> 2 123# 983# 798# <br /> Design spans <br /> 6' 1.750" <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 2737.'# 16388.'# 16% 3' Total Load D+S <br /> Shear 1322.# 7265.# 18% 5.46' Total Load 13+5 <br /> TL Deflection 0.0372" 0.3073" L/999+ 3' Total Load D+S <br /> LL Deflection 0,0205" 0,2049" L/999+ 3' Total Load S <br /> Control: Shear <br /> DOLs: Live=100% Snow=115% Roof=125% Wind=160% <br /> All product name.ere trademarks of theirreapesgva owners LISA DEARHAMER <br /> WEEKES FOREST PRODUCTS\ <br /> CopwIghl(C)2013 bySimpson Strong-Tia Company Inc ALL RIGHTS RESERVED 2600 COMO AVE <br /> "Peaaing in defined as when the member,IIoorjoisl,beam orginiel shown on thin drawing meets applicable design cdtade for Loads,Loading Condition.,and Spens listed on this sheer <br /> The design meal be reviewed bye qualified designer or design prefeastonel as required for decimal Thle design assumes product installation attending to the manulectuwre specifications ST PAUL,MN 55108 <br />