Design of tensile strength of plate problem

[@sunilreddy1426]

Diagram full details istara sir

[@civilworld]

Diagram Emi vundadhu as per scale draw chesthey sari pothundhi

[@sunilreddy1426]

Exam lo istara diagram with full details sir

[@sunilreddy1426]

Atn value malli cheppandi sir simple ga

[@civilworld]

@@sunilreddy1426 istharu kani plate girder okate istharu. Video lo vunnatu draw chesthey saripothundhi

[@civilworld]

@@sunilreddy1426 code book refer cheyandi one or two times ardhamouthundhi. Code book refer cheyandi Baaga

[@mohdikramulhasan4364]

Nice explanation sir👍👍👍👍

[@civilworld]

Thankew 👍👍

[@harishnutanaganti801]

Bro! Atn value is wrong. You should not take -18 there.
But thanks for the explanation bro loved it ♥️

[@civilworld]

Thank you

[@uniqueidentity2859]

Then what the step bro ? Can u give an explanation ...

[@ganganutanaganti6940]

@@uniqueidentity2859 60x12x2=384

[@badigivamshikrishna4974]

2nd tdb=441.78 kn

[@civilworld]

👍👍👍👍

[@saisatyanarayanachintala4247]

Firstly thank you for explaining in English

[@jayprakash_ch]

Great job bro🙌❤

[@tuntunkumar4755]

Sir plz speak in Hindi also

[@civilworld]

Sorry I don’t know hindi

[@vikramakula6747]

How u tkaken final answer of tdb1 &tdb2

[@civilworld]

In IS 800:2007 code specified that minimum value of TDB1 and TDB2

[@lingaraogadde4414]

Bro fy valu ela tisukunaru

[@civilworld]

In page number 14 Table 01. Fy is yield stress, for E250 fe410-fy value is 250

[@parameswarreddystudy4092]

👍