AISC 360-05 PDF

Specification for Structural Steel Buildings (ANSI/AISC ) – March 9, Specification for Structural Steel Buildings (ANSI/AISC ). Note: Although the ANSI/AISC version of the code officially replaces the ANSI/AISC code, this latter remains available in the. You want to design steel members according American code ANSI-AISC Is it available in Autodesk Robot Structural Analysis?.

Author: Mazujar Shakakree
Country: Mali
Language: English (Spanish)
Genre: Love
Published (Last): 2 April 2013
Pages: 283
PDF File Size: 15.67 Mb
ePub File Size: 2.99 Mb
ISBN: 836-2-60236-379-7
Downloads: 60142
Price: Free* [*Free Regsitration Required]
Uploader: Malakasa

The definitions of a relative brace and of a nodal brace have been moved to a new user note.

The first paragraph of Section M5. Strain Compatibility Method No changes have been made to this section. The design requirements in Section J4. The distribution has changed from at least 2.


Compression Members with Bearing Joints The following sentence has been added to improve clarity: Built-Up Beams No changes have been made to this section. What do the following parameters mean? The Specification, however aisv put all these analysis requirements in one section. A user note has been added stating that using notional loads can create additional fictitious base shears and overturning moments. The thickness of a stiffener shall not be less than one-half the thickness of the flange or moment connection plate delivering the concentrated load, nor less than the width divided by 16 was 15 in the Specification.

Limitations The minimum length requirements for fillet welds designed on the basis of strength have been changed to incorporate the actual length of the weld instead of its effective length. Nodal Bracing The last sentence of the preamble to Section 6.

Alignment No changes have been aic to this section. Click here to sign up. Changing the Yield Strength of Steel. Design Strength No changes have been made to this section.


The following condition has been added to this section for compact members: The width-to-thickness ratios for local buckling are now contained in Table I1.

Required Number of Steel Anchors No changes have been made in this aic. The variable for the area of adequately developed longitudinal reinforcing steel within the effective width of the concrete, Ar, has been changed to Asr.

ANSI/AISC Code check

The following equation has been added to this section: These provisions now apply to filled members. Minimum Edge Distance No changes have been made to this section. Axial Force This section is based on Sections 1. Design not Performed with Prismatic Properties. Minor axis Shear Capacity of I section. Charpy V-notch results are not required when a non-heavy shape is welded to the face of a rolled heavy shape with complete joint penetration groove welds.

The organization of this appendix remains the same, except that title of Section 3. Added to this section is the statement that any rational method that considers the effects listed in this section is permitted. In addition, this section now outlines the basic procedure for performing an inelastic analysis and introduces the other sections in the appendix.

ANSI/AISC 360-05 – Specification for Structural Steel Buildings

General Structural Integrity No changes have been made to this section. Strength During Construction No changes have been made to this section.

Leg Local Buckling No changes have been made to this section. Stiffened Elements was Section B4. Anchorage to Concrete new section This section includes references to Chapter I for design of steel and concrete acting compositely and Chapter J for design of column bases and anchor rods. When a rolled heavy shape is welded to the surface of another shape using groove welds the Charpy V-notch requirement only applies to the shape with the weld metal fused through the cross section.


This section has been reorganized to improve clarity. Compression Flange Local Buckling A definition of h has been added to this section. The specification for timely, in-sequence inspections is an implication from Section M5. Direct Modeling of Imperfections new Section The provisions in this section allow for the effects of initial imperfections to be accounted for directly by analysis.

Quality Assurance This new section references Sections N5. The user note from section E6. The equation for out of plane buckling aaisc been changed as follows: Lateral-Torsional Buckling No changes have been made to this section.

Web Compression Buckling No changes have been made to this section. This section also specifies that the quality assurance agency shall submit inspection reports and nondestructive testing reports to the AHJ, EOR or owner as well as the fabricator and erector.

ANSI/AISC 360-05 Code check

In addition, the Specification added a paragraph on field welding of attachments to installed embedments in contact with concrete. The content of this section have been moved from Appendix 7 in the Specification.

Contact Surfaces No changes have been made to this section.

Encased Composite Members I2. Filled and Encased Composite Members The available shear strength of an encased composite member is now allowed to be calculated using the nominal shear strength 30-05 the steel section alone. Minimum Spacing A user note has been added to this section, stating that ASTM F anchor rods may be furnished in accordance to product specification with a body diameter less than the nominal diameter.

New figures are included in the Examples column, which now include a larger number of applicable sections.