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How small b =0.5 in step 3

Boys yaralaem padichitu erukkinga

Horizontal la epdi sinθ varum????

Padikathinga ivana pathu namma 4g silver irukaru😢😅

romp rompa fast ah poringa but nalla nadathuringa slow ah pona nalla irukum

Next video sir

Sir please aplode remaining chapter please please please please please please please please 🙏🙏🙏🙏🙏🙏🙏🙏😢😢😢😢😢😢😢😢😢

Sir ithu mechanical engineering kum ah please solunga

26:32 sir here we have to use sin formula because in the triangle we have the values of Hyp side and oppsite side so we have to use sin forumal which is sin = opp/hyp. but may i know why we used there cos ?? @civiltutor7220

But, you shouldn't increase the spacing

Select l/d ratio first and then fix approximate depth of beam Fix breadth of beam Calculate the self weight For shear refer table 19 of code Spacing of stirrups based on code requirements

D/b ratio = 1.5 to 2

Given value 300 but 250 apply some mistake

Tread value is 300 or 250

This vertical line u say horizontal point how

DRC Tnpsc ku prepare panren sir 3rd year so etha notes enough ah sir??

Sir sums um solve panni kaatunga

bro wonderful explanation can you pls post some portal frame sums

Sir please aplode remaining video sir please 😢😢😢😢😢😢😢😢😢😢😢

vera level explanation!! super sir, thank you so much for this video, it's really very easy to understand.

Thank you so much sir❤

Sir please upload 3,4,5

I think in final R/F drawing plan is in mistake. Section is correct.

Structural analysis video sir

Weathering na enna na

22:34 sir it is 2nd quadrant why you always saying 4th quadrant? 🤔🤔

Breadth value thaan already 4m iruke, then why should we take breath as 1m or 1000mm ??

Unit 1 la 6 part 4,viedo ilaye sir, unit 3 epo poduvega sir

Unit 3 ku waiting sir, please upload panuga sir

Sir p value 0% vandha ena pannanum

Bro neega entha book use panrika

Worth of 22 min spend even 1.30 hr not manage this level

❤

Thank you sir

Thank you sir

thanks you sir for helping me to understand this topic

The isolated beam formula is incorrect; it should be /b..../b... not /6.

Bro ,what are you doing

Mano search on google fpr part 3 lecture 5 engineering mechanics

Civil ENGINEERING la problematic subject ku ella video poduga sir, romba usefulla irukum

Good

Sir please videos upload pannunga

lecture 18 missing

Sir ..both problem 2 and problem 6 are same .. but in problem 2 you are adding Vus and Vus alpha .. to find Vu. but in Problem 6 you have used Vus alpha instead of Vus of vertical stirrups formula.. what is the difference..

can you say in what case is it necessary to have flanged beam practically

Really thanks for ur videos 🎉

Sir next video post pannunga sir😢

Distribution reinforcement spacing 5d or 300mm , not 450mm it's amendmented

Whataaaa class sir, i don't know Tamil but I'm understanding your classes ❤ Super sir 😊 good wishes from Karnataka❤

Hello sir First of thank you so much...kindly share pdf