Laserfiche WebLink
,' , SHIELDS K 12-19-13 <br /> Key Beam 12:20pm <br /> Loft <br /> Kcyr9Cdrrox 4,693d <br /> arrBeam r-r 4.6026 <br /> Mtttertals i>abtbaso 9421 <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, 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" 6' 0.00" 13' 0.00" 40 17 Snow , <br /> -, ,s'r/i,-1-77 <br /> p 600 <br /> 0l <br /> 600 <br /> Bearings and Reactions <br /> input Min Gravity Gravity <br /> Location Type Material Length Required Reaction Uplift <br /> 1 04 0.000" Wail N/A N/A 1.500" 2350# — <br /> 2 6' 0.000" Wall N/A N/A 1.500" 2350# -- <br /> Maximum Load Case Reactions <br /> Deed for eppINng point loads Wane loads)to canting,emboss. <br /> Live Snow Dead <br /> 1 123# 1508# 752# <br /> 2 123# 1598# 752# <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 3610.1t 16388.' 22% 3' Total Load D+S <br /> Shear 1744.# 7265.0 24% 5.46' Total Load D+S <br /> TL Deflection 0.0491" 0.3073" L/999+ 3' Total Load 0+S <br /> LL Deflection 0:0334" 0.2049" L/999+ 3' Total Load S <br /> Control Shear <br /> DOLs: Live=100% Snow=115% Roof=125% Wind=160% <br /> All product names are trademarks of their respeetive owners LISA DEARHAMER <br /> WEEKES FOREST PRODUCTS\ <br /> Copyright(C)2013 by Simpson Strong-71a Co,penylnc.ALL RIGHTS RESERVED 2600 COMO AVE <br /> **Passing is defined es when the member,Roar Jong,beam orgirdo;shown on this drawing meets epplieebie design toted"forLoads,Loading Conditions,end Spans listed on this sheet <br /> The design must be ravlewed by.qualified deaignerordesign professional as oqulrad torappnvel This design assumes product installation according to the menufeoturare specifications ST PAUL,MN 55108 <br />