HomeMy WebLinkAboutGenerateDesignReport10-00-00
B1 B2
0
1
2
3
4
Total Horizontal Product Length = 10-00-00
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Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
FB01 (Floor Beam)
BC CALC®Member Report Dry |1 span |No cant.September 10,2020 09:46:28
Build 7555
Job name:File name:
Address:65 Captian Chase Road Description:
City,State,Zip:So Yarmouth,MA Specifier:
Builder:Pat Jacobs Designer:Joe Madera
Code reports:ESR-1040 Company:Shepley Wood Products
Page 1 of 2
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,3-1/2"467 /0 1031 /0 400 /0
B2,3-1/2"467 /0 1031 /0 400 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 10-00-00 Top 10 00-00-00
1 Standard Load Unf.Area (lb/ft²)L 00-00-00 10-00-00 Top 40 10 01-00-00
2 Unf.Area (lb/ft²)L 00-00-00 10-00-00 Top 20 10 02-08-00
3 Unf.Area (lb/ft²)L 00-00-00 10-00-00 Top 15 30 02-08-00
4 Unf.Lin.(lb/ft)L 00-00-00 10-00-00 Top 120 n\a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 3410 ft-lbs 24.4%100%1 05-00-00
End Shear 1174 lbs 18.6%100%1 01-01-00
Total Load Deflection L/913 (0.125")26.3%n\a 3 05-00-00
Live Load Deflection L/999 (0.048")n\a n\a 6 05-00-00
Max Defl.0.125"12.5%n\a 3 05-00-00
Span /Depth 12.1
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Wall/Plate 3-1/2"x 3-1/2"1681 lbs n\a 18.3%Unspecified
B2 Wall/Plate 3-1/2"x 3-1/2"1681 lbs n\a 18.3%Unspecified
NotesDesignmeets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (1")Maximum Total load deflection criteria.
Calculations assume member is fully braced.
BC CALC®analysis is based on IBC 2015.
Design based on Dry Service Condition.
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 2 of 2
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
FB01 (Floor Beam)
BC CALC®Member Report Dry |1 span |No cant.September 10,2020 09:46:28
Build 7555
Job name:File name:
Address:65 Captian Chase Road Description:
City,State,Zip:So Yarmouth,MA Specifier:
Builder:Pat Jacobs Designer:Joe Madera
Code reports:ESR-1040 Company:Shepley Wood Products
Page 2 of 2
Connection Diagram:Full Length of Member
a minimum =2"c =5-1/2"
b minimum =4"d =24"
e minimum =1"
All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.
Connectors are:FMFL312