Search
Article
2011 November
It’s time to get out your winter coats. The bottom line for OSHA’s new residential fall protection rules is that framers are expected to make their approach to fall protection much like snowflakes: no two jobsites are exactly alike.
Article
2011 November
- The ICC and AWC have published and through code adoption provide as law nominal unit shear capacity values, which are to be applied in accordance with the installation requirements of the building code and/or the code referenced WFCM and SDPWS.
- Our goal at SBCRI has been to provide a technically reasonable foundation upon which to make engineering judgments when designing braced wall panels for lateral load resistance.
- True creative innovation can only take place within the light frame construction industry when there is an accurate technical foundation.
Article
2011 November
- Meet SBCA’s new president, Steve Stroder.
- SBCA developed SCORE and other programs to help CMs run their companies as safe, productive, and risk-free as possible.
- Banding together and implementing these tools not only benefits individual companies, it elevates our industry.
Article
2011 November
- The Building Designer providing accurate wall or beam/header information in the Construction Documents is essential in order for the Truss Designer to arrive at the correct bearing width.
- There are two key bearing related considerations—bearing capacity of the truss and bearing capacity of what the truss is sitting on; often, the bearing capacity of this material is an unknown and an assumption must be made.
- The options for dealing with insufficient bearing need to be considered and specifically dealt with on a case-by-case basis.