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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
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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
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ilA All product names are trademarks of their respectNe owners TERRY FOLKEN
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Copyright (CI1989 -2005 by Keymark Enterprises, Pses, LLC. ALL RIOhtT9 RESERVED. ST PAUL UL MNMN 565108
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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
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