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37-022 (7) sovereign builders 12- 4 -12 � 1:3Spm R 4 S E B U R G 37, _ �' 1 of 1 ®a.600c laritteamDigine 4.600s Materials Database 1373 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, Lf240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight 12.5 PLF Filename: KYB1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PSF) Top 0' 0.00" 12' 9.00" 13' 0.00" 30 10 Live l 'Tl fl‘ 1 1290 O o 1290 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wal Steel 3.500" 1.500" 3278# -- 2 12' 9.000" Wal Steel 3.500" 1.500° 3278# -- Maximum Load Case Reactions Used for applyng point loads (or line loads) to canting members Live Dead 1 2401# 877# 2 2401# 877# Design spans 12' 3.750" Product: 2.0 RigidLam LVL 1 -3/4 x 9-1/2 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. A llowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 10091.'# 20436.'# 49% 6.38' Total Load D +L Shear 2857.# 9476.# 30% 0.23' Total Load D +L Max. Reaction 3278.# 13781.# 23% 0' Total Load D +L TL Deflection 0.3670" 0.6156" U402 6.38' Total Load D +L LL Deflection 0.2688" 0.4104" U549 6.38' Total Load L Control: LL Deflection DQLs: Live =100% Srow =115% Roof = 125% Wirxt =160% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives All product names are trademarks of their respective °"Hers K evin 13 ark C°pyight (C) 1987 -2012 byKeymadc Enterprises, LLC. ALL RIGHTS RESERVED. "Passing is defined as when the member, fioorjs st, beam or girder( shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The desk must be reviewed a • alifieddesi. er or de i.n • • as re• iced fora, • al. This desi • assumes •mduct installationaccordn . tothemanufactumrss• cifcadons.