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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STAAD ANALYSIS – Adrressing requirements AISC 341-10
AISC has posted the public review copy of the on their website. How about some of the new provisions? Up 0 Down Reject Answer Cancel. Register now while it’s still free! Click Here to join Eng-Tips and talk with other members! Students Click Here Join Us!
AISC – AISC (steel construction) Code Issues – Eng-Tips
By joining you are opting in to receive 3411-10. Here are my brief thoughts: Not even an update E-mail informing me when they expect to release an update addressing this. Red Flag This Post Please let us know here why this post is inappropriate. Posting Guidelines Promoting, selling, recruiting, coursework and thesis posting is forbidden.
A similar response to Pushover issue I had, on that they promise an urgent up after I raise a number of issue. Download Now White Paper: Download Now Defense manufacturing is all about project manufacturing and project accounting.
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. Digital Transformation may be defined in a number of different ways by analysts or enterprise software vendors. Are you an Engineering professional? What do engineers do when they want to design or verify design to AISC ?
No, as of now it does not account for the AISC provisions. It has been implemented in the SS6 version that was released in June.
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This is gone to development team which ajsc like a black hole nothing come out of it! Close this window and log in. Dear Sye, Your answer partially answers my question. Resources Digital Transformation may be defined in a number of different ways by analysts or enterprise software vendors. Is there any development two years after your answer to the above?
Can a single shear plate take. What are your thoughs on the new layout? Join your peers on the Internet’s largest technical engineering professional community.
Here is a screenshot of aic page from the Software Release report for this feature. The Eng-Tips staff will check this out and take appropriate action. Up 0 Down Verify Answer Cancel. 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, 3341-10, EBF etc frame, which is very tedious if not impossible.
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