HomeMy WebLinkAboutBLD02-319-DESIGN REPT.PDFmmisE- BC CALC® 2003 DESIGN REPORT - US Tuesday, September 23, 200314:
Double 1 3/4" x 14" VERSA -LAM® 2900 SP
Job Name:
RYDAN INC.
Address:
LOT 18 LONG BAY
City, State, Zip:
,
Customer:
CAROLINA BUILDERS HUNTERSVILLE
Code reports:
ICBO 5512, NER 629
File Name:
stairway beam back: FB 1
Description:
stairway beam back
Specifier:
ELS
Designer:
BUDDY
Company:
EPPERSON LUMBER SALES, INC.
Misc:
stairway beam back ,
BO B1
3300 Ibs LL 3300 Ibs 1
882 Ibs DL 882 Ibs E
Total Horizontal Length - 08-03-00
General Data
Version:
US Imperial
Member Type:
Floor Beam
Number of Spans:
1
Left Cantilever:
No
Right Cantilever:
No
Slope:
0/12
Tributary:
20-00-00
Live Load: 40 psf
Dead Load: 10 psf
Partition Load: 0 psf
Duration: 100
Disclosure
The completeness and accuracy of
the input must be verified by anyone
who would rely on the output as
evidence of suitability for a
particular application. The output
above is based upon building
code -accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions, please call
(800)232-0788 before beginning
product installation.
BC CALC®, BC FRAMERO, BCI®,
BC RIM BOARD-, BC OSB RIM
BOARD-, BOISE GLULAM-,
VERSA -LAM®, VERSA -RIM®,
VERSA -RIM PLUS®,
VERSA-STRAND'm,
VERSA -STUD®, ALLJOIST® and
AJSTm are trademarks of
Boise Cascade Corporation.
Load Summary
ID Description Load Type Ref. Start End Type
S Standard Load Unf. Area Left 00-00-00 08-03-00 Live
Dead
Controls Summary
Control Type Value
Moment
8625 ft-Ibs
Neg. Moment
0 ft-Ibs
End Shear
2999 Ibs
Total Load Defl.
U1500 (0.066")
Live Load Defl.
U1900 (0.052")
Max Defl.
0.066"
% Allowable Duration
31.8%
100%
n/a
100%
31.7%
100%
16.0%
18.9%
6.6%
Value Trib. Dur.
40 psf 20-00-00 100%
10 psf 20-00-00 90%
Load Case Span Location
2 1 - Internal
1 -Left
1
1
1
Notes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets Code minimum (U360) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2".
Minimum bearing length for B1 is 1-1/2".
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing
Connection Diagram
Member has no side loads.
Connectors are: 16d Sinker Nails
a=2"
b=3"
c=5"
d = 12"