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