HomeMy WebLinkAboutLVL SPECS 103122 ®BoiseCascadeE DUCTS Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP
PASSED
FB01 (Flush Beam)
BC CALC®Member Report Dry 11 span I No cant.
Build 8435 October 31, 2022 16:22:46
Job name:
File name:
Address: 22 Old Saga Drive supporting Description:
City, State, Zip: Yarmouth , MA p 2nd fl bedrooms
Specifier:
Customer:
Designer: William Campbell
Code reports: ESR-1040 Company:
l l l 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 4 1 1 1 0l 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1
B1 15-00-00 x
Total Horizontal Product Length=15-00-00 B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead
B1, 3-1/2" Snow Wind Roof Live
2700/0 1008/0
B2, 3-1/2" 2700/0 1008/0
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 15-00-00 Top 14
1 Bedrooms Unf.Area (lb/ft2) L 00-00-00 15-00-00 Top 30 10 12-00-00
12-00-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 13069 ft-lbs 62.4% 100%
1 07-06-00
End Shear
3173 lbs 33.5% 100% 1 01-01-00
Total Load Deflection L/263 (0.663") 91.2% n\a
Live Load Deflection L/361 (0.483") 99.6% 1 07-06-00
° n1a 2 07-06-00
Max Defl. 0.663" 66.3% n\a
Span/Depth 18.4
1 07-06 00
LxW %Allow %Allow
Bearing Supports Dim.
(LxW) Value Support Member Material
B1 Wall/Plate 3-1/2"x 5-1/4" 3708 lbs n\a
B2 Wall/Plate 3-1/2"x 5-1/4" 3708 lbs n\a 26.9% Unspecified
26.9% Unspecified
Notes
Design meets 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.
Design based on Dry Service Condition.
BC CALL®analysis is based on IBC 2015.
Calculations assume member is fully braced.
Connection Dia ram: Full Len th of Member
b d
a
e
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®BoiseCascadeENGREED OPRODUCTS Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP
PASSED
FB01 (Flush Beam)
BC CALC®Member Report
Build 8435 Dry I 1 span I No cant. October 31, 2022 16:22:46
Job name:
File name:
Address:
22 Old Saga Drive Description: supporting
City, State,Zip: Yarmouth , MA 2nd fl bedrooms
Specifier:
fier:
Designer: William Campbell
Code reports: ESR-1040
Company:
Connection Diagram: Full Length of Member
a minimum= 1-1/2" c=3-1/4"
b minimum=4" d= 12"
e minimum= 1"
Calculated Side Load=0.0 lb/ft
Install screws from both sides,staggering screws by half of the spacing to avoid splitting.
Connectors are: SDS 1/4 x 4-1/2
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®,
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VERSA-LAW:),VERSA-RIM PLUS®,