AMERICAN INSTITUTE OF STEEL CONSTRUCTION DESIGN EXAMPLES

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 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
 DESIGN EXAMPLES

TABLE OF CONTENTS:
  • GENERAL PROVISIONS
  • DESIGN REQUIREMENTS
  • DESIGN FOR STABILITY
  • DESIGN OF MEMBERS FOR TENSION
  • DESIGN OF MEMBERS FOR COMPRESSION
  • DESIGN OF MEMBERS FOR FLEXURE
  • DESIGN OF MEMBERS FOR SHEAR
  • DESIGN OF MEMBERS FOR COMBINED FORCES
  • DESIGN OF COMPOSITE MEMBERS
  • DESIGN OF CONNECTIONS
  • DESIGN OF HSS AND BOX MEMBER CONNECTIONS

The primary objective of these design examples is to provide illustrations
of the use of the 2010 AISC Specification 

for Structural Steel Buildings (ANSI/AISC 360-10) and the 14th Edition of the AISC Steel Construction Manual. The design examples provide coverage of all applicable limit states whether or not a particular limit state controls the design of the member or connection.


In addition to the examples which demonstrate the use of the Manual tables, design examples are provided for 
connection designs beyond the scope of the tables in the Manual. These design examples are intended to demonstrate 
an approach to the design, and are not intended to suggest that the approach presented is the only approach. 
The committee responsible for the development of these design examples recognizes that designers have alternate 
approaches that work best for them and their projects. Design approaches that differ from those presented in these 
examples are considered viable as long as the Specification, sound engineering, and project specific requirements are 
satisfied.

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