- #Aisc 14th edition table 3 10 pdf update
- #Aisc 14th edition table 3 10 pdf manual
- #Aisc 14th edition table 3 10 pdf code
- #Aisc 14th edition table 3 10 pdf series
The capacity of the weld is then taken as double that of a single clip angle shear connection. Because no adequate methodology for the torsional strength of weld exists, the program will automatically place a weld on the bottom of the clip angles as well. When axial tension is present in the beam, the weld configuration of a single vertical weld on each clip angle (at the support) is inadequate, as that weld would have to resist the tension via torsion in the weld throat. The weld to beam is illustrated in Figure 10-4b of the AISC 14th Edition Manual. The weld to support is illustrated in Figure 10-4c of the AISC 14th Edition Manual. The geometries used are industry standard, and illustrated by the AISC. In order to make the connection property inputs easier these geometries may not be altered. The weld geometry for each connection is locked by the program. In addition, many other improvements have been made throughout the new 13th Edition of the AISC Steel Construction Manual.This topic is specific to welding geometry, base material strengths, weld strengths and all other welding considerations.
#Aisc 14th edition table 3 10 pdf series
* The AISC Design Guide Series and other supporting references have been further integrated through indexing and references to this material, where appropriate. * The design of bracket plates has been modified so that the plastic section modulus is used rather than the elastic section modulus. * Guidance on washer selection for anchor rods has been expanded. * The uniform force method weld ductility factor has changed from 1.4 to 1.25. * An updated design procedure for moment end-plate connections has been adopted based upon yield-line analysis. * Revised design procedures for single-plate shear connections have been adopted, including a new design procedure for extended single-plate shear connections. * Beam bearing constants have been expanded to include all crippling and yielding cases. * Prying action provisions have been modified so that the tensile strength is used in the calculation rather than the yield strength. * A direct calculation method has been added for calculating the buckling strength of double coped members. * A table has been provided for calculating the strength of concentrically loaded weld groups. * Tables for members subjected to combined axial load and bending have been expanded and improved. * Tables have been added for the critical buckling stress of compression members. * Lower-bound strengths for eccentrically loaded single angles have been tabulated * Charts have been added for shear strength of plate girders. * New information has been added on corrosion protection and compatibility of dissimilar metals. * An overview of provisions and a simplified method have been included for second-order analysis and stability requirements. * Design properties for Pipe are now tabulated using the same wall thickness reduction factor used for HSS. * Workable flat dimensions of HSS members have been tabulated. * Shapes with special design considerations, such as slenderness in compression or non-compactness in flexure, have been indicated throughout the member selection tables with footnotes. * W8 members have been reintegrated into design tables with cautionary statements regarding accessibility and dimensional constraints for connections made to them. * Information on HSS connections has been integrated throughout this Manual. Tabulated values presented in black type are independent of design method * Design methods have been delineated by making use of a dual color format, with numbers indicated in blue type representing LRFD design values, and numbers indicated in green shading representing ASD design values. * Shape information has been updated to ASTM A6-05, including the new W36 shape series. * All tabular information has been updated to comply with the 2005 Specification for Structural Buildings and the standards and other documents referenced therein. * The number of design examples has been expanded and included in a companion CD. The following major improvements have been made in this revision:
#Aisc 14th edition table 3 10 pdf code
* 2005 AISC Code of Standard Practice for Steel Buildings and Bridges * 2004 RCSC Specification for Structural Joints Using ASTM A325 or A490 Bolts * 2005 AISC Specification for Structural Steel Buildings The following specifications, codes, and standards are printed in Part 16 of this Manual:
#Aisc 14th edition table 3 10 pdf manual
Much of the HSS Connections Manual has also been incorporated and updated in this Manual. Thus, this Manual replaces both the 9th Edition ASD Manual and the 3rd Edition LRFD Manual. With this revision, the previously separate Allowable Stress Design and Load and Resistance Factor Design methods have been combined.
#Aisc 14th edition table 3 10 pdf update
Описание: This Manual is the thirteenth major update of the AISC Steel Construction Manual, which was first published in 1927. Издательство: American Institute of Steel Construction (AISC)