How to Pass Overstressed Beam Column in ETABS II Episode 11

ETABS overstressed beam analysis tutorial, How to handle overstressed beams in ETABS, ETABS beam design and stress check tutorial, ETABS tutorial: Resolving overstressed beams, ETABS beam stress analysis and optimization tutorial, Troubleshooting overstressed beams in ETABS tutorial, ETABS beam capacity check and reinforcement tutorial, Correcting overstressed beams in ETABS tutorial, ETABS beam design optimization techniques tutorial, ETABS tutorial: Fixing overstressed beams, ETABS overstressed members analysis, How to handle overstressed members in ETABS, ETABS member design and stress check, ETABS tutorial for resolving overstressed members, ETABS stress analysis and member optimization, Overstressed member troubleshooting in ETABS, ETABS member capacity check and reinforcement, Solving member stress-related issues in ETABS, ETABS member design optimization techniques, ETABS overstressed member correction methods, aurabassociates
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[@MahmudulIslam-vr9lt]

nice lecture

[@compositebd]

Thanks for your valuable comment. Stay Tuned.

[@shawonshakib8735]

Is it right process to reduce torsional constant for passing beam.

[@compositebd]

What do you Think? Move on as per your thoughts.

[@shawonshakib8735]

@@compositebd actually i Don't know about this. That's why i m asking..

[@compositebd]

You can follow that procedure.

[@nasimreza4040]

15x27 beam ki practical site e acceptable?

[@compositebd]

Of Course Acceptable!! Or You have to increase the number of columns as discussed in the tutorial.