ANSI/AISC Seismic Provisions for Structural Steel Buildings. Code: Normally: By The AISC Committee on Specifications, Task Committee 9. AISC OCBF. In OCBF for V and A braces only, the design condition is checked for both major and minor axis as per Fb,. KL/r ≤ 4 ´ SQRT[E/Fy]. AISC OCBF. No additional requirements. SCBF. Where the effective net area is less than the gross area the provisions of Fb (3) apply. This is more.
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Here are my brief thoughts: AISC has posted the public review copy of the on their website. Is there any development two years after your answer to the above?
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A similar response to Pushover issue I had, on that they promise an urgent up after I raise a number of issue.
I have had a detail look at the requirement and addressing them apart classification which is quite simple to do means using the load combination use in staad and verify if each individual member satisfy the requirements of chapter D, E, F etc of the code depending if you are using a OCBF, SCBF, EBF etc frame, which is very tedious if not impossible.
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AISC – AISC (steel construction) Code Issues – Eng-Tips
Here is a screenshot of the page from the Software Release report for this feature. Up 0 Down Reject Answer Cancel. No, as of now it does not account for the AISC provisions. What do engineers do when they want to design or verify design to AISC ?
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STAAD ANALYSIS – Adrressing requirements AISC 341-10
It’s easy to join and it’s free. It has been implemented in the SS6 version that was released in June. 3411-10 Sye, Your answer partially answers my question. Up 0 Down Verify Answer Cancel. Not even an update E-mail informing me when they expect to release an update addressing this. Join your peers on the Internet’s largest technical engineering professional community. Defense manufacturing is all about project manufacturing and project accounting.
How about some of the new provisions? This is gone to development team which is like a black hole nothing come out of it!