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  1. Yashish_Kumar

    Calculation of DCR values For Progressive Collapse Analysis.

    I'm 3rd Year Undergraduate Student.I'm doing a project in which I am to do a Static Linear analysis and find out the susceptibility to Progressive Collapse. Initially I want to start with GSA 2003 Guidelines because they are lot simpler than 2013 ones and Once I get a feel of things,It would be...
  2. Yashish_Kumar

    What to do when Deflection in Beam Is slightly more than specified in code?

    Thank you Everyone!I appreciate you taking the time to answer my question. I learnt a ton from all the comments.I couldn't have learnt these things from Books or from my School.I also realised that i need to intern at Structural Engineering Firm ASAP.
  3. Yashish_Kumar

    What to do when Deflection in Beam Is slightly more than specified in code?

    So,I'm 3rd Year Undergraduate studying Steel structures for 1st time.I know I am treading a dangerous path here But Here i go- So I was to design a Steel beam of 4 m length and UDL of 40 KN(Total). I choose a section,Checked for Bending,Shear,Web Buckling and Crippling.Everything was fine. But...

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