AISC 341-05 PDF

8 Dec ANSI/AISC ANSI/AISC s An American National Standard . AISC OCBF. No additional requirements. SCBF. The calculations for this check are exactly the same as those for the AISC check. AISC OCBF. For V and A braces in OCBF the design condition for both minor and major axis is checked as per ,. KL/r ≤ 4 ´ SQRT[E/Fy]. Where.

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ANSI/AISC 341-05 – Seismic Provisions for Structural Steel Buildings,…

The other system, special concentrically braced frame SCBFhas much stricter design requirements for the members, configurations and connections commensurate with the larger ductility demands expected of the system.

The AISC Seismic Provisions were almost completely rewritten inwith additional major modifications in and late All systems now have consistently applied requirements for stability bracing of beams in the SLRS, also based on the level of inelastic behavior in the members.

Additional requirements for items like protected zones, demand-critical welds, column splices, etc. Inspection requirements for both visual and non-destructive evaluation NDE inspections of welds are presented in tabular form, based on the recommendations first presented in FEMA No special requirements for weld filler metals were implemented for seismic design prior to Northridge.

System definitions and requirements for ordinary OMFintermediate IMF and special SMF moment frames have been completely overhauled to target the level of expected inelastic demand on the system. These anticipated changes should continue the ongoing process of improving structural steel seismic design standards that should result in improved steel construction throughout the United States and other countries throughout the world that adopt this standard.

Buckling restrained braced frames BRBFs. The Uniform Building Code UBC was a major milestone that began the incorporation of system specific requirements for multiple structural steel systems, adding ordinary moment frames and concentrically braced frames.


Since composite systems are assemblies of steel and concrete components, ACI forms an important reference document for these systems.

Both bolted and welded joint fabrication and erection requirements have been increased to better ensure sisc performance of SLRS connections. Basic requirements for material properties, quality control procedures were also included.

As findings from these investigations were generated, 3410-5 began to make major 431-05 to the Seismic Provisions document. As with all other loading demands, seismic design was rooted in the concepts of allowable stress design of members and their connections. Two concentrically braced frame systems 341-50 been identified. Quality control QC and quality assurance QA. This is an entirely new braced frame system, first introduced inrelying on the design and detailing of steel braces to restrain overall member buckling, thereby significantly increasing the member ductility and overall frame performance.

The first edition of these provisions was published by AISC inwith a few minor changes incorporated into the edition. Two cantilever column systems have also been developed for application in one-story structures. Based on extensive research in both Canada and the U.

The Steel Conference, taking place March in Toronto. All columns in the SLRS must now be checked for maximum forces that can be delivered by the system to avoid column overload that could result in severe damage and even collapse of the structural system. Eccentrically braced frames EBFs. Requirements for both quality control to be provided by the contractor and quality assurance are presented. Work is well underway on the next edition aiac AISCwhich is planned for publication in 34105 include requirements for strength and deformation of beam-column connections, relative strength of beams, columns and beam panel zones, incorporation of doubler plates and continuity plates.


This system relies on the coordinated efforts of AISC, AWS and ASCE-SEI committees, and the process provides a single point of responsibility for the development of these provisions, thus eliminating duplicative effort—and more importantly, the development of competing documents that would result in minor differences that would undoubtedly result in major confusion in application by practicing engineers.

Modern Steel Construction – March : AISC THEN AND NOW

A comprehensive quality assurance plan is now required to demonstrate 31-05 the intent of the structural design is met in the construction. Learn more about the conference at www. The scope of the document has been much better defined, and includes building-like non-building structures. Special plate shear walls SPSWs.


Column splice requirements for gravity columns have also been included to help provide better overall response of the structural system to seismic demands. Structural design aksc and specifications, fabricator shop drawings and erection drawings now have a very detailed list of information that is required to be provided to help ensure that the intent of the structural design is completely conveyed and understood by all parties.

This has changed to A steel, partially in response to the Northridge earthquake, since this material provides a specified maximum yield strength and yield to tensile strength ratio.

This is the second system that was also introduced in The overall design of this system is conceptually consistent with that which was in place in the AISC Seismic Provisions.