IS 1893 (Part-1)2016 update in STAAD.Pro Connect Edition

This video covers the following topics: Introduction to IS 1893 (Part 1): 2016, a discussion about Equivalent Static Analysis, irregularity checks, parameters for IS 1893 (Part1): 2016 Response Spectrum analysis, consideration for Torsional Provisions and recommendations for the Designer.

[@SuperKillbill66]

Sir pl post more this is GOLD CONTENT !!

[@hardikdodiya5970]

Thank you for sharing important information on the Software & Codal update. Kindly also share more on the Seismic load combination for dynamic analysis.

[@Dawnga_123]

Load of vertical earthquake is not shown after doing analysis in response spectrum Y direction although static seismic vertical earthquake is shown in my building. What will be the solution?

[@priyaverma5189]

Sir please tell when to use load combinations and when factors?

[@rajkumar-bd7yj]

Hi sir, I'm designing a structure of 12 floors with shear walls.. But there is no surface element option in CE, now how to design shear walls in CE Sir??

[@ameygudigar234]

@ Bentley institute can add more tutorials?

[@ramjoshi7875]

How can I get this version

[@priyaverma5189]

Check for irregularity is automatic?

[@shahkar_alam]

Please correct your video description. There is mistake. It’s IS1892. That is IS1893.

[@BentleyStudentCenter]

Thank you for catching that error. Description corrected.

[@ameygudigar234]

@@BentleyStudentCenter ARE THESE FEATURES AVAILABLE IN VERSION 21.00.01.12

[@kishorbehera1540]

Try to programme the software to design beam as doubly reinforced section instead of warning Singly over reinforced.
Special care to be taken for design of short span beams.
This design are to be prepared as per IS 13920.
Software to be programmed for checking of beam column joints for the joints whose all beams & columns designed. For a singly warning & fail, it is not checking the joints of columns & beams.

[@kishorbehera1540]

What about IS13920 2016? ONLY CHEATING.