VERSA BEAM 09/17/19 kg Boise Cascade M Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP _ '11;
OPH100 (Floor Beam)
BC CALL®Member Report Dry 12 spans I No cant. September 17, 2019 09:54:29
Build 7295
Job name: File name:
Address: ,")..0 �c)(..4)13/.ESE Sf, Description:
City, State,Zip: Specifier:
Customer: Designer: Michael Barton
Code reports: ESR-1040 Company: Moynihan Lumber
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—i Z- -1- 1 1 , 1 1-- 1 , 0 , 1 1 _.1 --1 1 l 1. �.;-�. _-----r: ,—7--7 .;-
--Q
- E
16-00-00 06-00-00
B1 B2 B3
Total Horizontal Product Length=22-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1, 3-1/2" 410/0 1161 /0
B2,3-1/2" 1020/0 2874/0
B3, 3-1/2" 0/64 166/435
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 22-00-00 Top 10 00-00-00
1 ROOF Unf.Area (Ib/ft2) L 00-00-00 22-00-00 Top 15 50 03-06-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 4852 ft-lbs 30.2% 115% 1 06-06-09
Neg. Moment -5662 ft-lbs 35.3% 115% 3 16-00-00
End Shear 1314 lbs 18.1% 115% 1 01-01-00
Cont. Shear 2007 lbs 27.6% 115% 3 15-00-12
Total Load Deflection L/517(0.366") 46.4% n\a 1 07-05-00
Live Load Deflection L/697(0.271") 51.6% n\a 4 07-05-00
Total Neg. Defl. L/999(-0.034") n\a n\a 1 18-03-11
Max Defl. 0.366" 36.6% n\a 1 07-05-00
Span/Depth 19.9
Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Wall/Plate 3-1/2"x 3-1/2" 1571 lbs n\a 17.1% Unspecified
B2 Wall/Plate 3-1/2"x 3-1/2" 3894 lbs n\a 42.4% Unspecified
B3 Wall/Plate 3-1/2"x 3-1/2" 103 lbs n\a 1.1% Unspecified
B3 Uplift 498 lbs
Cautions
Uplift of-498 lbs found at bearing B3.
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.
BC CALC®analysis is based on IBC 2009.
Design based on Dry Service Condition.
Pans 1 of 9
Wascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP
OPH100 (Floor Beam)
BC CALC®Member Report Dry 12 spans I No cant. September 17, 2019 09:54:29
Build 7295
Job name: File name:
Address: Description:
City, State,Zip: Specifier:
Customer: Designer: Michael Barton
Code reports: ESR-1040 Company: Moynihan Lumber
Connection Diagram: Full Length of Member
b d -�-
a
• 1—• •
T c♦
• • •
e
a minimum =2" c=5-1/2"
b minimum=4" d= 12"
e minimum = 1"
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®,
Perna 9 of 9