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®BolseCascade D W000D�TS • Double 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP I PAi='5ED
ENGRB01 (Roof Flush Beam)
BC CALC®Member Report Dry I 1 span I No cant. April 19,2023 13:41:28
Build 16959
Job name: Flynn File name: Hudson-Flynn
Address: 1A Walnut Street Description:
City, State,Zip: South Yarmouth, MA Specifier:
Customer: Jim Hudson Designer: Kevin Lonkart
Code reports: ESR-1040 Company: Mid Cape Home Centers
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12
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
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B1 14-00-00
B2
Total Horizontal Product Length=14-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1,3-1/2" 1239/0 2310/0
B2,3-1/2" 1239/0 2310/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
0 Self-Weight Unf. Lin.(lb/ft) L 00-00-00 14-00-00 Top 12 00-00-00
1 Roof Unf.Area(Ib/ft2) L 00-00-00 14-00-00 Back 15 30 11-00-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 11622 ft-lbs 47.5% 115% 4 07-00-00
End Shear 2900 lbs 31.9% 115% 4 01-03-06
Total Load Deflection L/402(0.405") 44.8% n\a 4 07-00-00
Live Load Deflection L/617(0.263") 38.9% n\a 5 07-00-00
Max Defl. 0.405" 40.5% n\a 4 07-00-00
Span/Depth 13.7
Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Column 3-1/2"x 3-1/2" 3549 lbs n\a 38.6% Unspecified
B2 Column 3-1/2"x 3-1/2" 3549 lbs n\a 38.6% Unspecified
Cautions
For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not
occur.
For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge
load.
Notes
Design meets Code minimum(L/180)Total load deflection criteria.
Design meets Code minimum (L/240)Live load deflection criteria.
Design meets arbitrary(1")Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2009.
Calculations assume member is fully braced.
Page 1 of 2
®Boise - Double 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED l
ENGINEERED WOOD PRODUCTS
RB01 (Roof Flush Beam)
BC CALC®Member Report Dry 11 span I No cant. April 19,2023 13:41:28,
Build 16959
Job name: Flynn File name: Hudson-Flynn
Address: 1A Walnut Street Description:
City,State,Zip: South Yarmouth, MA Specifier:
Customer: Jim Hudson Designer: Kevin Lonkart
Code reports: ESR-1040 Company: Mid Cape Home Centers
Connection Diagram: Full Length of Member
•
•
•
T c
e l�
a minimum= 1-3/4" c=8-3/8"
b minimum=6" d=24"
e minimum= 1"
Calculated Side Load =247.5 lb/ft
All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.
Connectors are: FMFL312
Disclosure
Use of the Boise Cascade 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®,AJSTM
ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
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