Multi-Story Special Steel Moment Resisting Frame Example
Автор: SKGAssociates
Загружено: 2015-06-18
Просмотров: 3677
Описание:
http://skghoshassociates.com/
For the full recording:
http://www.secure.skghoshassociates.c...
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:
http://www.secure.skghoshassociates.c...
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