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

Abbreviation
ANSI/AISC 341-05
Valid from
09/03/2005

Information provider
American National Standards Institute
Author
American Institute of Steel Construction Incorporated
Information type
Standard
Format
PDF


Description

The Seismic Provisions for Structural Steel Buildings, hereinafter referred to as these Provisions, shall govern the design, fabrication and erection of structural steel members and connections in the seismic load resisting systems (SLRS) and splices in columns that are not part of the SLRS, in buildings and other structures, where other structures are defined as those structures designed, fabricated and erected in a manner similar to buildings, with building-like vertical and lateral load-resisting-elements.

Scope

The Seismic Provisions for Structural Steel Buildings, hereinafter referred to as these Provisions, shall govern the design, fabrication and erection of structural steel members and connections in the seismic load resisting systems (SLRS) and splices in columns that are not part of the SLRS, in buildings and other structures, where other structures are defined as those structures designed, fabricated and erected in a manner similar to buildings, with building-like vertical and lateral load-resisting-elements. These Provisions shall apply when the seismic response modification coefficient, R, (as specified in the applicable building code) is taken greater than 3, regardless of the seismic design category. When the seismic response modification coefficient, R, is taken as 3 or less, the structure is not required to satisfy these Provisions, unless specifically required by the applicable building code.

These Provisions shall be applied in conjunc tion with the AISC Specification for Structural Steel Buildings, hereinafter referred to as the Specification. Members and connections of the SLRS shall satisfy the requirements of the applicable building code, the Specification, and these Provisions.

Wherever these provisions refer to the applicable building code and there is no local building code, the loads, load combinations, system limitations and general design requirements shall be those in SEI/ASCE 7.

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This resource is cited by:

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

This document is CITED BY:

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

Description

The Seismic Provisions for Structural Steel Buildings, hereinafter referred to as these Provisions, shall govern the design, fabrication and erection of structural steel members and connections in the seismic load resisting systems (SLRS) and splices in columns that are not part of the SLRS, in buildings and other structures, where other structures are defined as those structures designed, fabricated and erected in a manner similar to buildings, with building-like vertical and lateral load-resisting-elements.

View on Information Provider website
ANSI/AISC 341-05 Seismic Provisions for Structural Steel Buildings
Description

The Seismic Provisions for Structural Steel Buildings, hereinafter referred to as these Provisions, shall govern the design, fabrication and erection of structural steel members and connections in the seismic load resisting systems (SLRS) and splices in columns that are not part of the SLRS, in buildings and other structures, where other structures are defined as those structures designed, fabricated and erected in a manner similar to buildings, with building-like vertical and lateral load-resisting-elements.

View on Information Provider website
This resource does not cite any other resources.

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

This resource does not CITE any other resources.
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