SuppConcrete structures – Commentary (Supplement to AS ) (FOREIGN STANDARD)-Provides background reference material to AS. The approach in ASfor longitudinal shear utilises the “shear . S and AASHTO LRFD such as in Canadian code commentary. While it is intended that this Commentary be read in conjunction with AS – , it does not form an integral part of that Standard. For slabs and beams.

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This single location in Queensland: Learn two ways to merge all types of files into one PDF document. No, AS does not say those can be considered a shear head. Join your peers on the Internet’s largest technical engineering professional community. Ancon have software available Shearfix that can do the calculations. Download Now White Paper: The rectangular stress block approximation is older than that but still sees a lot of use. These online bookshops told us they have this item: Language English View all editions Prev Next edition 2 of 3.

These 4 locations in All: Commentary – pdf format only. Defense manufacturing is all about project manufacturing and project accounting. Publisher Concrete Institute of Australia. Then set up a personal list of libraries from your profile page by clicking on your user name at the top right of any screen. Thank you for helping keep Eng-Tips Forums free from inappropriate posts.


Check copyright status Cite this Title Concrete structures: So you would have to revert to another code for this, probably Canadian or ACI As commentary pdf merge. An example of a summary of a building load calculation is shown on Commetary 9.

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C23 fi rst publi shed Design Codes such as AS Bridge Design and AS Concrete Design, may not be adequate to achieve the materials thus combine to form a deterioration resistant composite. Click Here to join Eng-Tips and talk with other members! Add a tag Cancel Be the first to add a tag for this edition.

Standards Association of Australia.

You’re right, I used the worst possible word. Separate different tags with a comma. Open to the public D It simply gives a method of defining torsion reinforcement to improve the shear capacity of the connection through increased capacity to transfer moment to the column.

Concrete structures : commentary (Supplement to AS ). – Version details – Trove

You would have to use the method in ACI for shear head design in my opinion as that is where AS says the limit comes from. Comments and reviews What are comments? Of course I’d be glad to have over designed for punching, but I’d be happier to understand by how much.


As you suggested AS does not define shear heads and does not tell you how to design one. Thanks for your reponses. The course has various worked examples leading the reader through every step of the design calculations and providing concise explanations of the background to the various provisions of the standard.

AS does not give a methodology for increasing shear strength using reinforcement like shear studs. Are you an Engineering professional? Admin Administrateur Offline Joined: