Design Guide on the ACI 318-19 Building Code Requirements for Structural Concrete
Author(s): CRSI Published By:CRSI Published Year:2020 Size: 80 MB Quality:Original Preprint Abstract: A comprehensive guide to assist design professionals on the design and detailing of reinforced concrete buildings.Based on ACI 318-19. Design Guide on the ACI 318 Building Code Requirements for Structural Concrete
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Special thanks to Mr sabooryan and seismic isolation, telegram channel group manager by Eng.Alireza salehin
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For mat foundation most of time we got its thickness from punching check (two way shear) , no one care about one way shear check in mat foundation at least this is what I observed by reading tons of books! is kind of that they tell you that for mat foundation if punching is ok then the one way shear also will be ok.
My question is what about piled raft foundation, do we need to check one way shear? if yes, how we can check it ? is it ok to just take the entire width of mat for checking one way shear as ACI mentioned? or we need to check it through stress evaluation inside the piled raft? or if we checked the punching and the flexural reinforcement be reasonable for selected thickness, that is all we need.
Most of piled raft design references concentrate on interaction between piles piles, raft piles, piles soil, raft soils, and have no information about how to calculate thickness for piled raft foundation system ! so please if you know a good reference for it tell me, thanks
Behavior and Design of High-Strength Constructional Steel presents readers with extensive information on the behavior of high-strength constructional steels, providing them with the confidence they need to use them in a safe and economic manner to design and construct steel structures. The book includes detailed discussions on the mechanical properties of HHS while explaining the latest progress in research and design guidelines, including material properties at ambient and elevated temperatures. In addition, the book explains the behavior of elementary members subject to different types of loads and load combinations, and those that are integral to the design of bolted and welded connections.
The hysteretic behavior of HHS materials and members are also discussed. This is critical for application and designs under earthquakes and fire conditions. The buckling behaviors of HSS box-section and H-section columns are included in terms of experimental and numerical investigations, along with the geometric imperfection induced by welding.
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What about bringing/positioning the "Forum Stats" section of the homepage at the top, i.e. above "Forum Discussion" section? I think, Forum Stats section gives the latest status of the forum including the latest posts which everyone likes to see after logging in.
Regards
-KMABD
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