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1673 Walnut Lane - Keymark Specs 9/2009t om 10 2-09 Y� "r 'v�L� 8:46am lof1 KeyBeamc 4.504d j Materials Database se 107 7 3 �C.I V-u f (a,�' Mfliesiale Database 1072 VV I Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC IRC Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 10.8 PLF Filename: KYB5 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PSF) 0' 0.00" 10' 6.00" 15' 0.00" 17 42 Live Replacement Uniform (PSF) 0' 0.00" 10' 6.00" 12' 0.00" 17 42 Snow Additional Uniform (PLF) 0' 0.00" 10' 6.00" 100 0 Live O /i '�,l r ll�//.;;7 2 4 10 6 0 10 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 2.541" 7560# 2 10' 7.750" Wall N/A 2.541" 7560# Maximum Load Case Reactions Used for applying point loads (or line loads) 10 carrying members Dead Live Snow 1 3033# 3353# 2683# 2 3033# 3353# 2683# Design spans 10' 7.750" Product: 1 -3/4 x 11 -7/8 MAX LAM LVL 2.0E 2 ply Component Member Design has Passed Design Checks.** Minimum 2.54" bearing required at bearing 1 Minimum 2.54" bearing required at bearing 2 Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 20121.'# 24489.'# 82% 5.32' Total load D +0.75(L +S) Shear 6155.# 9081.# 67% 10.64' Total load D +0.75(L +S) TL Deflection 0.4202" 0.5323" L/304 5.32' Total load D +0.75(L +S) LL Deflection 0.2516" 0.3549" L/507 5.32' Total load 0.75(L +S) Control: Positive Moment DOLs: Live 100% Snow =115% Roof =125% Wind =133% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives ti gn f uRS' "Passing is defined as when required for approval. This 11 fib ENTERPRISES, the member, design ilA All product names are trademarks of their respectNe owners TERRY FOLKEN r r JJI iir SEEKES FOREST PRODUCTS AVE Copyright (CI1989 -2005 by Keymark Enterprises, Pses, LLC. ALL RIOhtT9 RESERVED. ST PAUL UL MNMN 565108 iY. LLC floor jo'st, beam or girder, shown an This drawing meals applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as assumes produ 1 installation according to the manufaclurer'e specifications. FRI OCT 02, 2009 08:47 AM PAGE 2