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BC CALC® 3.0 Design Report - US 1 span I No cantilevers i 0/12 slope Wednesday, May 04, 2011
Build 517
File Name: 5.4.11.home.depot.tigard.BCC •
Job Name: Description: FB01
Address: Specifier:
. City, State, Zip: , Designer: PDG
Customer: Company: Boise Cascade BMDD
Code reports: AITC 117 -2004, LA - 01365 Misc:
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LL 2,040 lbs LL 2,040 lbs
DL 943 lbs DL 943 lbs
Total Horizontal Product Length = 17 -00 -00
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%
1 Standard Load • Unf. Area (psf) L 00 -00 -00 17 -00 -00 20 8 12 -00 -00
Controls Summary Value °/0 Allowable Duration Case Span Disclosure
Pos. Moment 12,002 ft-lbs 48.8% 100% 1 1 - Internal Completeness and accuracy of input must
End Shear 2,529 lbs 23.3% 100% 1 1 - Left be verified by anyone who would rely on
Total Load Defl. L/446 (0.445 ") 53.8% 1 1 output as evidence of suitability for
Live Load Defl. U652 (0.304 ") 55.2% 1 1 particular application. Output here based
Max Defl. 0.445" 44.5% 1 1 on building code - accepted design
properties and analysis methods.
Span / Depth 16.5 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
% Allow % Allow current Installation Guide and applicable
Bearing Supports Dim. (L x W) Value Support Member Material building codes. To obtain Installation Guide
- _BO Post 3-1/2" x 3-1/2" . 2,983 lbs n/a 37.5% Unspecified or ask questions, please call
B1 Post 3 -1/2" x 3 -1/2" 2,983 lbs n/a 37.5% Unspecified (800)232 -0788 before installation.
• BC CALC ®, BC FRAMER@ , AJSTM'
Cautions ALLJOIST ®, BC RIM BOARDTM, BCI® ,
Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAMTM' SIMPLE FRAMING
Member is not fully supported at post B1. A connector is required at this bearing. SYSTEM @, VERSA -LAM @, VERSA RIM
PLUS ®, VERSA -RIM ®,
VERSA - STRAND ®, VERSA -STUD® are
Notes trademarks of Boise Cascade Wood
Design meets Code minimum (U240) Total load deflection criteria. Products L.L.C.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum load deflection criteria.
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' USP Structural Connectors I Nails I USP Supplies Quality Products to Build Stronger Safe... Page 1 of 3
. c l . ...,.., U S P . U SP Supplies Quality Products Iiii
STRUCTURAL to Build Stronger Safer Structures MiTek•
• %.1 CONNECTORS'
afiEM 114:4 EPOxv 0.,4:4 o *r0. t f'..a t u"s „kli*WNrTki u EST" k
A SUBSIDIARY OF .MITE1(,
A BERKSHIRE HATHAWAY COMPANY
Nails g print this page
Proper fasteners are a critical component in a sound wood frame structure. To ensure successful
HOME / NEWS installations of its connectors, USP offers a full range of structurally -rated nails. All galvanized nails
USP PRODUCTS supplied by USP are Hot - dipped for greater corrosion resistance. Stainless steel nails are available on a
ABOUT USP stock basis in the size of 8d x 1 -1/2" (see product chart). Any USP connector requiring a NA16D -RS,
CONTINUING EDUCATION NA20D, NA25, or NA250 nail is shipped with the nails attached to the connector in convenient poly bags.
INDUSTRY LINKS
LITERATURE REQUEST Finish: See chart
PRESS RELEASES
TECHNICAL RESOURCES • Installation:
peULITERATURE FOR CANADA • Allowable shear values assume nail embedment into the wood of the entire nail or 10 nail diameters
WHAT'S NEW (whichever is less)., Otherwise, the nail must be embedded at least 6 nail diameters, with the load reduced
using the following equation:
OFFLINE ri Reduced Load = Published Load x Actual Penetration
,, ' HAVE A t, QUESTION? Nail Diameter x 10
Live chat by AliveChat
• Load reductions may occur if nails are used other than those specified. See the chart Optional Nails for
Face Mount Hangers and Straight Straps for load reduction factors regarding nail substitutions.
GET YOUR NEW NAIL SPECIFICATION TABLE
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