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'latetials Database 1307
Member Data / 9 / 7 &(c 'e- q
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: 5.9 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" 10' 0.00" 3' 6.00" 10 40 Live
Replacement Uniform (PSF) Top 0' 0.00" 10' 0.00" 4' 6.00" 17 50 Snow
Additional Uniform (PLF) Top 0' 0.00" 10' 0.00" 80 0 Live
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Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wail Southem Pine 5.500" 2.199" 2174# --
2 9' 2.750" Wall Southern Pine 5.500" 2.199" 2174# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live Snow
1 911# 646# 1038#
2 911# 646# 1038#
Design spans
9' 2.750"
Product: 1- 314x11 -7/8 VERSA -LAM 2.0 3100 SP 1 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 5016.'# 12233.'# 41% 4.61' Total load D +0.75(L +S)
Shear 1708.# 4541.# 37% 8.31' Total load D +0.75(L +S)
Max. Reaction 2174.# 5438.# 39% 0' Total load D +0.75(L +S)
TL Deflection 0.1575" 0.4615" U703 4.61' Total load D +0.75(L +S)
LL Deflection 0.0915" 0.3076" U999+ 4.61' Total load 0.75(L +S)
Control: Positive Moment
DOLs: Live =100% Snow =115% Roof =125% Wind =160%
All product names are trademarks of their respective owners
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t e ' ' .r 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 manufacturers specifications.