HomeMy WebLinkAboutLVL 8423 aBoise Cascade' Double 1-3/4" x 20" VERSA-LAM® LVL 2.1E 3100 SP PASSED
ENGINEERED WOOD PRODUCTS
Ceiling Beam (Flush Beam)
BC CALC®Member Report Dry I 1 span I No cant. August 4, 2023 12:50:17
Build 16959
Job name: West Yarmouth File name:
Address: 15 Grouse Lane Description:
City, State, Zip: West Yarmouth, MA, 02673 Specifier:
Customer: Paulo Designer: Kevin Watson
Code reports: ESR-1040 Company:
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1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 0 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1
27-06-00
B1 B2
Total Horizontal Product Length=27-06-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1, 3-1/2" 2475/0 1929/0
B2, 3-1/2" 2475/0 1929/0
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 27-06-00 Top 20 00-00-00
1 Unf.Area(Ib/ft2) L 00-00-00 27-06-00 Front 15 10 12-00-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 29275 ft-lbs 51.4% 100°/0 1 13-09-00
End Shear 3777 lbs 28.4% 100% 1 01-11-08
Total Load Deflection L/390(0.832") 61.6% n\a 1 13-09-00
Live Load Deflection L/694(0.468") 51.9% n\a 2 13-09-00
Max Defl. 0.832" 83.2% n\a 1 13-09-00
Span/Depth 16.2
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Wall/Plate 3-1/2"x 3-1/2" 4404 lbs 84.6% 47.9% Spruce-Pine-Fir
B2 Wall/Plate 3-1/2"x 3-1/2" 4404 lbs 84.6% 47.9% Spruce-Pine-Fir
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 CALC®analysis is based on IBC 2009.
Calculations assume member is fully braced.
Connection Diagram: Full Length of Member
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Page 1 of 2
®Boisecascadcf Double 1-3/4" x 20" VERSA-LAM® LVL 2.1E 3100 SP PASSED
ENGINEERED WOOD PRODUCTS
Ceiling Beam (Flush Beam)
BC CALC®Member Report Dry I 1 span I No cant. August 4, 2023 12:50:17
Build 16959
Job name: West Yarmouth File name:
Address: 15 Grouse Lane Description:
City, State,Zip: West Yarmouth, MA, 02673 Specifier:
Customer: Paulo Designer: Kevin Watson
Code reports: ESR-1040 Company:
Connection Diagram: Full Length of Member
a minimum= 1-1/2" c=8-1/2"
b minimum =4" d =24"
e minimum= 1"
Calculated Side Load =300.0 lb/ft
Install screws from both sides, staggering screws by half of the spacing to avoid splitting.
Connectors are: SDS 1/4 x 3-1/2
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®,AJST"",
ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTm,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 2 of 2
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