35-192 (7) 05/;08/2007 TUE 15:06 FAX 1 413 467 9124 Rugg Building Solutions IM 002/002
J REILLY 5-8-07
KeyBmm 1214 BURTS PIT RD 2:44pm
NORTHAMPTON,MA 1 of 1
KeyBeain®4.433]
kmBeatiEngine 4.417c
Materials Database 680
Member Data
Description: Member Type:Beam Application: Floor
Lateral Bracing:Continuous Top
Standard Load: Moisture Condition:Dry Building Code:SBC
Live Load: 30 PLF Deflection Criteria: L/360 live,L/240 total
Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 14.0 PLF
DOL: 100% Filename.REILLY NORTH
Non-standard toads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PSF) or 0.00" 14' 0.00" 9' 6.00" 30 10 100%
Additional Uniform(PSF) 0' 0.00" 14' 0.00" 9' 6.00" 0 10 100%
Additional Uniform(PLF) 0' 0.00" 14' 0.00" 112 34 115%
Additional Uniform(PSF) or 0.00" 14' 0.00" 2' 0.00" 0 10 100%
Additional Uniform PLF 0' 0.00" 14' 0.00" 0 7 100%
fr
14 0 0
14 0 0
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 115% 100% Dead Total
1 0,0.00" Wall 3.50" 1.50" 4441# 752# 1912# 1778# 4441#
2 13'5.00" Wall 5.25" 1.50" 4441# 752# 1912# 1778# 4441#
Design spans
13'5.00"
Product:1 3144 112 Versa-Lam SP 2.0-3100 3 ply
Component Member Design has Passed Design Checks.'
Design assumes continuous lateral bracing along the top chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 14896'# 25040.'# 59% 6.71' Total load 115%
Shear 39174 108984 35% 0.01' Total load 115%
Max.Reaction 44414 137811 32% 0' Dead load
LL Deflection 0,3858" 0.4472" U417 6.71' Total load 115%
TL Deflection 0.6433" 0.6708" U250 6.71' Total load 115%
Control: TL Deflection
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturers installation guide MUST be consulted for multi-ply connection details and alternatives
All product names are trademarks of their respective owners Michel Greanoy
Rugg Suilding Solutions,Inc.
Granby-Hatfield-Greenfield
copyright(C)1939-2005 by Keymark Enterprises,I.I.C.ALL RIGHTS RESERVED. 1413.467.9125
F,STFRPRISe5,1.1,17
Passing is defined as when the member,floor joist,beam or girder,sh w on this
rewtng masts applicable design criteria for Loads,Loading Conditimu,and Spans
fisted on this shoat.The design must be reviewed by a qualified designer or design
re fessionel as required for approval.This design assumes product installation ccording to the manufacturers spedfications.
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