Design of Gantry Girder Example Problem ( Part II )
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- Опубликовано: 17 окт 2024
- Design of Gantry Girder (Part II)
Please follow this video in conjuncture with
1. Design of gantry girder ( Part I)
• Design of Gantry Girde...
2. Introduction to gantry girder
• Introduction to Gantry...
3. BASICS OF INDETERMINACY AND IT'S CALCULATION
• ELEMENTS OF STRUCTURAL...
Problem has been solved using limit state method giving all the references of IS 800 2007
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Dr Sanjoy, thank you very much. I am on my first real independent project and your videos have been very helpful!
sir i am also from jadavpur university , civil final year, 7th semester
Bhai sesh hoye gelo pora
@@alokgiri4190 naa
utube notes are not matching with the class note. brother....
Sir how to design main bridge girder of the EOT crane.
Hi sir
Is zpz1 value is correct
Hi sirr..
Thanks a lot for this video sir
Calculation of CG and MI step is confusing sir
Sir...how did you get 168.9 as interpolation result in step 8 (buckling resistance check)
From where did we get Ixx value in Elastic section modulus calculation sir
ALL THE VAUE OF IXX TAKEN FROM SP 6(1). ELASTIC SECTION MODULUS =Ixx/Ymax
Zpz1 value is 737.9x16^6
Sir quite useful for me once again. Helpful recap for me. Thank you.
Always welcome
Kindly clarify my doubt i.e in step -7 check for moment capacity there is why multiple by 10^-6 with Fy...(yield strength)
The moment calculated is in kN m . when you have check it for converting it to N mm we have to multiply it bu 10^6
Thank you...Sir.
Jadi Structural Analysis and Manual RC construction design start koren..
Analysis is starting shortly
Thanks sir..
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