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KeyBeamR Calc 3KeyBeam® 4.506akmBeamEngine 4.508e Materials Database 1242 Doherty Northampton Ma. 2- 8-11 9:42am 1 of 1 All product names are trademarks of their respective owners Copyright (C)1989-2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets 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 required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description:Member Type: BeamApplication: FloorTop Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load:Moisture Condition: DryBuilding Code: IBC / IRC Dead Load: 10 PLFDeflection Criteria: L/360 live, L/240 total 1.250" max. LL Live Load: 40 PLFDeck Connection: NailedMember Weight: 14.0 PLF Filename: Living-Kitch Other Loads Type(Description)BeginEnd Trib.Width DeadStartEnd OtherStartEndCategory Replacement Uniform (PSF) 0' 0.00" 10' 0.00" 8' 0.00" 10 40 Live Additional Uniform (PSF) 0' 0.00" 10' 0.00" 13' 0.00" 20 38 Snow Additional Uniform (PLF) 0' 0.00" 10' 0.00" 80 0 Live 1 2 10 0 0 10 0 0 Bearings and Reactions LocationTypeInput LengthMin RequiredGravity ReactionGravity Uplift 1 0' 0.000" Wall N/A 1.500" 5299# -- 2 10' 1.750" Wall N/A 1.500" 5299# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members DeadLiveSnow 12202#1623#2506#22202#1623#2506# Design spans 10' 1.750" Product: 1 3/4x9 1/2 Versa-Lam 2.0-3100 SP 3 ply Component Member Design has Passed Design Checks.** Minimum 1.50" bearing required at bearing # 1 Minimum 1.50" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design ActualAllowableCapacityLocationLoading Positive Moment 13440.'# 25040.'# 53% 5.07' Total load D+0.75(L+S)Shear 4472.# 10898.# 41% 0.01' Total load D+0.75(L+S) TL Deflection 0.3319" 0.5073"L/366 5.07' Total load D+0.75(L+S)LL Deflection 0.1940" 0.3382"L/627 5.07' Total load 0.75(L+S) Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=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