16A-001 (2) Gougeon 11 -10 -11
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KeyBeam® 4.507f
kmBeamEngine 4.509s
Materials Database 1307
Member Data
Description: Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: None
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: 11.7 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform (PSF) Top 0' 0.00" 18' 4.00" 12' 7.00" 10 0 Live
Additional Uniform (PLF) Top 0' 0.00" 18' 4.00" 0 136 Live
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Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Spruce- Pine -Fir 3.500" 1.645" 2448# --
2 17' 10.750" Wall Spruce- Pine -Fir 3.500" 1.645" 2448# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live
1 1231# 1217#
2 1231# 1217#
Design spans
17 10.750"
Product: 1- 314x11 -718 VERSA -LAM 2.0 3100 SP 2 ply
Component Member Design has Passed Design Checks.**
Design assumes continuous lateral bracing along the top chord.
Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 10950.'# 21275.'# 51% 8.95' Total load D +L
Shear 2177.# 7897.# 27% 0.01' Total load D +L
Max. Reaction 2448.# 5206.# 47% 0' Total load D +L
TL Deflection 0.6462" 0.8948" L/332 8.95' Total load D +L
LL Deflection 0.3213" 0.5965" U668 8.95' Total load L
Control: TL Deflection
DOLs: Live =100% Snow=115% Roof =125% Wind =160%
Manufacturers installation guide MUST be consulted for multi -ply connection details and altematives
All product names are trademarks of their respective owners
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- . =Copyright (C)1987 -2011 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
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"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.