This file includes all AISC Standards, Design Guides, Examples, Manuals, FAQs, Books, Manual Tables & Seismic Design Manuals.
A complete series of AISC standards, Design guides are also the latest and the complete ones and also for other files
Finally, if you find any specific AISC standard or file that you may need to be added to this program, please mention that below to add it to this program.
Hope it can be useful for structural designers and students.
Last Update: 2022/01/23
AISC Manuals
AISC-LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION 1999
AISC-Manual Of Steel Construction - ASD - 1989
AISC-Manual Of Steel Construction-LRFD - 1994
AISC-Steel Construction Manual - 13th edition - LRFD&ASD - 2005
AISC-Steel Construction Manual - 14th edition
AISC-Steel Construction Manual - 15th edition
Manual of Steel Construction, 3rd Edition, Correction
AISC-Seismic Design Manual
AISC - Seismic Design Manual - 2005
AISC - Seismic Design Manual - 2012
AISC - Seismic Design Manual - 2018
Design Examples
AISC-Design Examples-Ver13.1
AISC-Design Examples-Ver14.0
AISC-Design Examples-Ver15.0
AISC-Design Examples-Ver15.1
Design Guides
Design Guide 1: Column Base Plates, 2nd Edition
Design Guide 2: Design of Steel, Composite Beams with Web Openings
Design Guide 3: Serviceability Design for Low-Rise Buildings, 2nd Edition
Design Guide 4: Extended End-Plate Moment Connections, 2nd Edition
Design Guide 5: Design of Low- and Medium-Rise Steel Buildings
Design Guide 6: LRFD of W-Shapes Encased in Concrete
Packer, Jeffrey A. (2014). "HSS Truss Connections with Three Branches," Engineering Journal, American Institute of Steel Construction, Vol. 51, pp. 145-154.
Abstract Composite mega columns of tall buildings are currently designed with continuous built-up sections, welded in the fabrication shop and spliced on the job site without any prequalified welding procedure. This leads to highly restrained welds and splices which, under severe dynamic loadings, will likely crack before exhibiting any ductile behavior. These tall buildings have not been submitted to severe earthquakes, but it will happen. The 1994 earthquake in Northridge, California, taught us that welding procedures, beam-to-column connections and column splices have to be as simple as possible to properly and reliably work as anticipated.
Using multiple rolled sections encased into concrete is the solution for increasing the safety of tall buildings. It leads to less welding, less fabrication works and reliable simple splices which have been used for decades in high-rise projects.
AISC allows engineers to design composite sections built-up from two or more encased steel. But, it doesn’t explain how to perform and check the design. This paper offers a method to do it. The method is explained by means of design examples covering combined axial compression, bending and shear.
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1. BS EN ISO 22477-1:2018. Geotechnical investigation and testing. Testing of geotechnical structures. Testing of piles: static compression load testing
2. BS EN ISO 22477-5:2018. Geotechnical investigation and testing. Testing of geotechnical structures. Testing of grouted anchors
3. BS EN ISO 22477-4:2018. Geotechnical investigation and testing. Testing of geotechnical structures. Testing of piles: dynamic load testing
4. BS EN ISO 22477-10:2016. Geotechnical investigation and testing. Testing of geotechnical structures. Testing of piles: rapid load testing
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