VERSA BEAM *Boise Cascade III Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP [PASSED
FB01 (Floor Beam)
BC CALC®Member Report Dry I 1 span I No cant. November 8, 2019 12:50:23
Build 7295
Job name: Towne File name:
Address: 8 May St Description:
City,State,Zip: Salem , MA Specifier:
Builder: Designer: Justin Luce
Code reports: ESR-1040 Company: Boise Cascade
1 -1- 1 ♦ ♦ • • • • 1 1 : 1 *_ •
1 1 1 1 • + 1 • 1 1 1 1 + • 2 ♦ •
• • - _ • 1 1 1 • 1
- l 1 1 • • T- T • • 1 • 1 • • : • • 1 l 1 • 1
1 1 1 1 1 1 1 1 1 1 -;- 1 1 T o T 1 1 1 • • 1 1 1 : 1
x
61 09-06-00 B2
Total Horizontal Product Length=09-06-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1, 3-1/2" 2280/0 1589/0 2375/0
B2, 3-1/2" 2280/0 1589/0 2375/0
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. (Ib/ft) L 00-00-00 09-06-00 Top 14 00-00-00
1 Unf.Area(Ib/ft2) L 00-00-00 09-06-00 Top 40 10 12-00-00
2 Unf. Lin.(lb/ft) L 00-00-00 09-06-00 Top 150 500 n\a
3 Unf. Lin.(lb/ft) L 00-00-00 09-06-00 Top 50 n\a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 10929 ft-lbs 45.4% 115% 3 04-09-00
End Shear 3921 lbs 36.0% 115% 3 01-01-00
Total Load Deflection L/506(0.214") 47.4% n\a 3 04-09-00
Live Load Deflection L/736(0.147") 48.9% n\a 6 04-09-00
Max Defl. 0.214" 21.4% n\a 3 04-09-00
Span/Depth 11.4
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Wall/Plate 3-1/2"x 5-1/4" 5080 lbs n\a 36.9% Unspecified
B2 Wall/Plate 3-1/2"x 5-1/4" 5080 lbs n\a 36.9% 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. -
Calculations assume member is fully braced. 1 q ,,,, ,._, ( /c 1/t\ N
BC CALC®analysis is based on IBC 2009.
Design based on Dry Service Co dition.
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(*Boit+ Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP PASSED
se
FB01 (Floor Beam)
BC CALC®Member Report Dry I 1 span I No cant. November 8,2019 12:50:23
Build 7295
Job name: Towne File name:
Address: -- 8 May St Description:
City, ate,Zip: Salem , MA Specifier:
Bu'der: Designer: Justin Luce
ode reports: ESR-1040 Company: Boise Cascade
Connection Diagram: Full Length of -mber
b r._d I
• 0 1-• •
e o 0 0
i
4
a minimum= " c=5-1/2"
b minimum=3' d=24"
e minimum=3"
Nailing applies to both side the member
Connectors are: 3-1/4 in. Pneuma' Nails
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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