15 Years Factory wholesale Carbon Steel for South Korea Factories

This web seminar addresses the structural design and detailing requirements for ordinary and special steel moment frames specified in the 2012 IBC, ASCE 7-10, AISC 360-10, and AISC 341-10. Intermediate steel moment frames are only addressed by explaining why they are not commonly used. The following topics are presented:

- Seismic detailing requirements for steel moment frames that are commonly overlooked.
- Start with columns and beam sizes selected to meet the strength and drift requirements of ASCE 7-10.
- Apply AISC 341-10 and AISC 358-10 beam and column limitations.
- Review and apply the connection requirements for 1) welded unreinforced flange – welded web (WUF-W), and 2) bolted flange plate (BFP) connections meeting the AISC prequalified connection requirements in AISC 358-10.
- Determine the required strength for the columns, column splice, and the column base.
- Locate the protected zones and demand critical welds in the moment frame system.

For the full recording:

https://www.secure.skghoshassociates.com/product/show_group.php?group=60150617v

President John F. Kennedy denounced the steel industry in 1962 for raising prices and contributing to inflation. His action came after his Secretary of Labor had helped obtain a modest union-management contract between the United Steelworkers and the big steel firms. The idea was that a modest wage deal would preclude a price hike on steel.