VERSA BEAM y ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301
BC CALC®Design Report Dry 1 span No cantilevers 10/12 slope November 28, 2017 23:49:39
Build 6080 File Name: BC CALC Project
Job Name: Description: Designs\FB01
Address: Specifier:
City, State,Zip: , Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
1
11-03-00
BO
B1
Total Horizontal Product Length=11-03-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO,3-1/2" 1,350/0 729/0
B1,3-1/2" 1,350/0 729/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 11-03-00 20 10 12-00-00
Controls Summary Value Bio Allowable Duration Case Location Disclosure
Pos. Moment 5,381 ft-lbs 38.6% 100% 1 05-07-08 Completeness and accuracy of input must
End Shear 1,679 lbs 26.6% 100% 1 01-01-00 be verified by anyone who would rely on
Total Load Defl. U574(0.226") 41.8% n/a 1 05-07-08 output as evidence of suitability for
Live Load Defl. U884(0.146") 40.7% n/a 2 05-07-08 particular application.Output here based
Max Defl. 0.226" 22.6% n/a 1 05-07-08 on building code-accepted design
properties and analysis methods.
Span/Depth 13.6 n/a n/a 0 00-00-00 Installation of Boise Cascade engineered
Squash Blocks Valid wood products must be in accordance with
current Installation Guide and applicable
%Allow %Allow building codes.To obtain Installation Guide
Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call
BO Post 3-1/2"x 3-1/2" 2,079 lbs n/a 22.6% Unspecified (800)232-0788 before installation.
B1 Post 3-1/2"x 3-1/2" 2,079 lbs n/a 22.6% Unspecified BC CALC®,BC FRAMER®,AJST-,
ALLJOISTO,BC RIM BOARDT-,BCH
Notes BOISE GLULAMTM,SIMPLE FRAMING
Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM
Design meets Code minimum (U360) Live load deflection criteria. Plus®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
Design meets arbitrary(1") Maximum Total load deflection criteria. trademarks of Boise Cascade Wood
Calculations assume member is fully braced. Products L.L.C.
Design based on Dry Service Condition.
Connection Diagram
b d
a
c
a minimum= 2" c=5-1/2"
b minimum=3" d=24"
Member has no side loads.
Connectors are: 16d Sinker Nails
Page 1 of 1
r
®Boise Cascade
Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FB02
Dry 1 span No cantilevers 10/12 slope November 28,2017 23:49:39
BC CALC®Design Report
Build 6080 File Name: BC CALC Project
Job Name: Description: Designs\FB02
Address: Specifier:
City, State,Zip: , Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
u
- x .. ✓ ..,__ .,.. - s 3 S', dry:. xNan�" v:._.
10-06-00
BO 131
Total Horizontal Product Length=10-06-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO,3-1/2" 1,113/0 595/0
B1,3-1/2" 1,037/0 553/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 10-06-00 30 10 02-00-00
2 Reaction from Desi... Conc. Pt. (lbs) L 05-00-00 05-00-00 1,520 837 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 7,030 ft-lbs 50.4% 100% 1 05-00-00
End Shear 1,611 lbs 25.5% 100% 1 01-01-00
Total Load Defl. U568(0.212") 42.3% n/a 1 05-02-08
Live Load Defl. U874(0.138") 41.2% n/a 2 05-02-08
Max Defl. 0.212" 21.2% n/a 1 05-02-08
Span/Depth 12.7 n/a n/a 0 00-00-00
Squash Blocks Valid
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Post 3-1/2"x 3-1/2" 1,708 lbs n/a 18.6% Unspecified
B1 Post 3-1/2"x 3-1/2" 1,590 lbs n/a 17.3% Unspecified
Notes
Design meets Code minimum (U240)Total load deflection criteria.
Design meets Code minimum(U360) Live load deflection criteria.
Design meets arbitrary(1") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
Design based on Dry Service Condition.
ti
®Boise Cascade
Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1302
BC CALCO Design Report Dry 1 span No cantilevers 10/12 slope November 28, 2017 23:49:39
Build 6080 File Name: BC CALC Project
Job Name: Description: Designs\FB02
Address: Specifier:
City, State,Zip:, Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
b d Completeness and accuracy of input must
be verified by anyone who would rely on
a output as evidence of suitability for
• T• • particular application.Output here based
} on building code-accepted design
c 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
a minimum=2" c=5-1/2" or ask questions,please call
b minimum=3" d=24" (800)232-0788 before installation.
Connection design assumes point load is top-loaded. For connection design of side-loaded AL JOISTOCALCO,BC FRAMERS,AJMSTM
g P p 9 ALLJOIST®,BC RIM BOARD BCIS,
point loads, please consult a technical representative or professional of Record. BOISE GLULAMT^^ SIMPLE FRAMING
Member has no side loads. SYSTEMS,VERSA-LAMS,VERSA-RIM
Connectors are: 16d Sinker Nails PLUS@,VERSA-RIMS,
VERSA-STRANDS,VERSA-STUDS are
trademarks of Boise Cascade Wood
Products L.L.C.