17 BAY VIEW AVENUE VERSA BEAM RPT Iroise cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor BeamlFB01
BC TALC'° Design Report .
Dry 1 span No cantilevers 10/12 slope May 22,2018 16:21:55
Build 65'3 File Name: BC CALC Project
Job Name: Description: Designs\FBO1
Address: 17 Bayview Ave Specifier:
City, State,Zip:Salem, MA 01970 Designer:
Customer: Company:
Code reports: ESR-1040 Misc: Moynihan Lumber Bev-KH
z
i
n-06-00
BO 61
Total Horizontal Product Length=17-06-00
Reaction Summary (Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO,3-1/2" 5,469/0 2,329/0
B1,3-1/2" 5,469/0 2,329/0
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 (lb/f A2) L 00-00-00 17-06-00 30 10 12-06-00
2 Unf.Area(lb/ft112) L 00-00-00 17-06-00 20 10 12-06-00
Controls Summary Value %Allowable Duration case Location
Pos. Moment 32,353 ft-lbs 86.6% 100% 1 08-09-00
End Shear 6,350 lbs 59.7% 100% 1 01-07-08
Total Load Defl. U289(0.708") 83.1% n/a 1 08-09-00
Live Load Defl. U412(0.496") 87.4% n/a 2 08-09-00
Max Defl. 0.708" 70.8% n/a 1 08-09-00
Span/Depth 12.8 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Post 3-1/2"x 3-1/2" 7,798 lbs n/a 84.9% Unspecified
B1 Post 3-1/2"x 3-1/2" 7,798 lbs n/a 84.9% 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.
BC CALC®analysis is based on IBC 2009.
Design based on Dry Service Condition.
®Boise Cascade Double 1-3/4" x 16" VERSA-LAMO 2.0 3100 SP Floor Beam1F1301
Dry 1 span I No cantilevers 10/12 slope May 22,2018 16:21:55
BC CALC®Design Report
Build 6536 File Name: BC CALC Project
Job Name: Description:Designs\FB01
Address: 17 Bayview Ave Specifier:
City, State,Zip:Salem, MA 01970 Designer:
Customer: Company:
Code reports: ESR-1040 Misc: Moynihan Lumber Bev-KH
Connection Diagram Disclosure
�+I b d— Completeness and accuracy of input must
.L� be verified by anyone who would rely on
aoutput as evidence of suitability for
c particular application.Output here based
on building code-accepted design
properties and analysis methods.
Installation of Boise Cascade engineered
a ' wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" c=6" (800)232-0788 before installation.
b minimum=3" d=24"
BC CALC®,BC FRAMER®,AJST""
Member has no side loads. ALLJOISTO,BC RIM BOARD-,BCI®,
Connectors are: 16d Sinker Nails BOISE GLULAMTm,SIMPLE FRAMING
SYSTEM®,VERSA-LAW,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRANDS,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.