Etabs over stressed -O S Civil engineer

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[@carlosmolinatorres9967]

🎯 Key Takeaways for quick navigation:
00:32 🏗️ *Learn how to address overstress in ETABS by creating a model, applying loads, and designing using Indian code and metric units.*
02:11 🔄 *When overstress occurs, modify the cross-section area, change concrete grade, or adjust steel properties to ensure proper reinforcement.*
03:55 🛠️ *Increasing cross-section area can eliminate overstress, preventing the need for impractical quantities of reinforcement bars.*
04:58 🔔 *If you find the video helpful, subscribe, share, and click the bell icon for more content.*
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[@shifamaniyar6477]

Could you please explain about torsional constant for beam. I have taken it as 0.35 but the beams are O/S. Increasing section sizes is not solving the problem.

[@facebookman8181]

Hi
I have one technical query
Please explain when the temperature load is considered for the RC beam design why there is increase in reinforcement, the amount if steel shown by etabs will be more than that of the bending requirement

[@SpritualMantra108]

Hlw sir..what will you do..if the beam shows V..What kind of error is this..And how would you solve this?

[@lovelenyfernandez7028]

Sir how to solve #52 warning Delta exceeds 1.4