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Simpson Strong-Tie Full-Scale Three Dimensional Wood Structure Test Project

Update #2 March 22, 2007
Final TEI reports were issued to replace all preliminary test reports below. Please download them and delete previous reports.

In addition to research and development work on novel building systems, work at Simpson Strong-Tie's Tyrell T. Gilb research laboratory also includes basic structural engineering research. Beginning in 2006 and in collaboration with Dr. J. Daniel Dolan of Washington State University, the lab began a series of groundbreaking tests to better understand the true performance of conventional, or IRC, construction. Using full-scale 3D freestanding wood structures, data was collected that is free from the influences of artificial boundary conditions inherent in any 2D testing program.

In addition to the 3D testing, each wall line of the 3D structure was tested as a simple 2D wall line, and the 4' bracing segments in these 2D wall lines were also tested as isolated 4'x8' wall segments, with and without holdowns. This information is allowing Simpson and Washington State University to piece together a complete picture of the real-world performance of this type of construction in a way that has not been done before.

This Update #2 contains the final TEI test reports that document the testing and the results.

Test Setup:

3D Test Configuration:


Load Direction:


2D Substructure:


TEI Reports:

Below is a list of the 3D and 2D tests for which TEI reports may be downloaded. Fifteen 20x20ft one-story flat-roof wood structures and five groups 20ft long 2D substructure wall lines built according to current IRC and CABO building codes were tested to destruction. The effects of load direction, roof framing direction, wall configuration, and corner interaction were investigated extensively.

Click the titles below to download the reports in PDF format. Files are large (1.5mb - 4mb) so please be patient while they download. Help for downloads

3D Structure Configuration

Test #

1

CABO 0 degrees

2006716

2

CABO 45 degrees

2006744

3

CABO -45 degrees

2006732

4

CABO 90 degrees

2006715

5

IRC Double Portal Frame 0 degrees

2007015

6

IRC Method 3 0 degrees

2006703

7

IRC Method 3 45 degrees

2007001

8

IRC Method 3 90 degrees

2006700

9

IRC Portal Frame +CABO 0 degrees

2006731

10

IRC Portal Frame +CABO 45 degrees

2007008

11

IRC Portal Frame +CABO 90 degrees

2006725

12

IRC Portal Frame +Method 3 0 degrees

2006695

13

IRC Portal Frame +Method 3 45 degrees

2006752

14

IRC Portal Frame +Method 3 -45 degrees

2006753

15

IRC Portal Frame +Method 3 90 degrees

2006720

 
2D Substructure

1

4ft Standard

2

IRC Portal Frame

3

IRC Side

4

IRC Center

5

CABO Corner

top

 

  • Recent 2D and 3D testing

Building Methods:

Related Literature :

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