HomeMy WebLinkAboutB3-1877 LOAD & CONTROL SUM.PDFBCCALC@2003 DESIGN REPORT- US Friday, January 30, 2004 08:
BOISE"
IN 0
Job Name: Description: MICHAEL WATERS
Address: Specifier:
City, State, Zip: , Designer: Mark Lovelace
Customer: Company: Hickory Truss & Component Co.
Code reports: ICBO 5512, NER 629 Misc:
0
12
Standard Load - 25 psf 120 psf Tributary 13-00-00
A� . .... ........... . - ... . . ........ .... .
General Data
Version: US Imperial
Member Type:
Roof Beam
Number of Spans:
1
Left Cantilever:
No
Right Cantilever:
No
Slope:
0/12
Tributary:
13-00-00
Live Load: 25 psf
Dead Load: 20 pat
Partition Load: 0 psf
Duration: 115
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 build in
code -accepted design prope?rtlas
and analysis ruethods, InMallation
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,
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 16-10-00 Live
Dead
Moment
21279 ft-lbs
Neg. Moment
0 ft-lbs
End Shear
4255 lbs
Total Load Deft.
L/445 (0.454")
Live Load Dell.
L/822 (0.246")
Max Deft.
0.454"
% Allowable Duration
49.5% 115%
n/a 100%
34.2% 115%
54.0%
43,8%
72.7%
Value Trib. Dur.
25 psf 13-00-00 115%
20 psf 13-00-00 90%
Load Case Span Location
2 1 -Internal
1 -Left
Notes
Design meets User specified (L/240) Total load deflection criteria.
Design meets User specified (L/360) Live load deflection criteria.
Design meets arbitrary (0.625") Maximum load deflection criteria.
Minimum bearing length for BO is 1-3/4".
Minimum bearing length for B1 is 1-3/4".
Member Slope = 0, consider drainage.
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing
INIZ91MIUM =M
u-NOMAMSEWAL-11AR
Connectors are: 16d Sinker Nails
a 2"
b 3"
c 6"
d 12"
. b -