Problem 4 Analysis of Built Up Column | Design of Compression Member as a Column

[@sunrisenp736]

1000% over the top class.

[@lovehater3784]

oo sir...superb, duper, fabulous , fantastic video sir..🌹🌹🌹🌹

[@AmitKumar-tg5zj]

Very easily and detailed explanation,Thankyou Sir🙏

[@zaidansari3457]

Very simple and amazing explanation thanks for this vidio this vidio is very helpful for me...

[@SurprisedCamping-uh7qz]

VERY GOOD explanation

[@shubhamtiwari7915]

Very well explained sir thank u so much keep supporting 😍😍

[@Diary_of_Debasreeta]

Thank you so much for these amazing videos... My preparation now depends upon you.. Good wishes for you..

[@aurbatao996]

the moment of inertia of ISMB400 is 422.1*10^4 but you had write 622.10^4, the whole value changed after that

[@cannonbolt2987]

No its 622.1 itself look for ISMB400 corresponding to Iyy

[@AnshumanSingh-jw8or]

@@cannonbolt2987 no sir in table ismb400 ,iyy is 422.1

[@Civilengineeraktu]

@@AnshumanSingh-jw8or tu ek baar phir se dekh

[@THE_GREAT_INDIAN]

@@cannonbolt2987 correct

[@MOMENT1997]

thank u so much sir . please cover rcc also. best lectures of steel on youtube.

[@sarveshraj4049]

Sir explanation is very well

[@palak6513]

Thank you 💞☺️ sir bottom my heart ❤️

[@tara9416]

Thank you so much sir.. Your videos are always helpful.

[@hackerplanet1757]

thanku for helping me out via these videos

[@Praveenkumar-t9i7p]

Thanks a lot sir

[@Praveenkumar-t9i7p]

Correct ans of Iyy=54.62*10^6 and final answer i.e. safe load = 1878.75KN.........as by mistake sie have multiplied by 12 instead of 2 while calculating Iyy (for plate)

[@ashpnj545]

Very good explanation 👍

[@derek_shel2506]

sir how would we know if the question is built-up question or rolled question?

[@blaster-nn9ez]

kya padhaya hai sir maja aa gaya

[@rupalishinde105]

Plz sir ,send the video of laterally unsupported beam design

[@rajeevtiwari3038]

Very nice vedios

[@iamuniqueff8561]

Sir Iyy ka value 422.1 he steel table mein

[@tanmayjaiswal8419]

sir you are real chad

[@mihirmore4778]

Nice explained ❤️

[@vibhore9624]

Thanks a lot for this video..👍

[@ritya_max6620]

Moment of inertia in y-y axis aapne multiple by 12 kiya he vahapar 2 aayega

[@C__Gaurav-ch5xq]

Well explained

[@UMESHKUMAR-fh9fq]

Hello sir
DDRCS ka lecture nhi hai kya

[@zavedali484]

Thank you so much sir

[@15teshaileshchaudhari77]

sir why their is no lec. of plate girder and truss
pls. do that also

[@aftab2.0music]

Thnku so muchhh👍🏻🔥

[@EnggThMCq]

❤❤❤❤

[@Akanksha-p1r]

why we cann't take rmin from steel table?

[@prakhardwivedi1235]

Sir essme apne ek mistake kar di hai moment of inertia ko apne 2 se multiply ki jagah 12 se multiple Kara diya.. hai.. please check it..

[@rohitrathod3238]

Design of built-up column ka ek video upload kr skte ho sir Please

[@nayanwase1167]

Sir truss ka kuch problem

[@UMESHKUMAR-fh9fq]

Sir DDRCS ka lecture

[@rahulmaurya9003]

Tysm sir

[@satendrakumargupta4673]

Which is code pls provide in description

[@arjungautam7969]

can you provide pdf of your soln

[@ishtiyaqnabi7331]

how can we know whether the question is built up or not?

[@riteshrk18]

Nice explanation chlo ab bhndi bhnjya and dJ cultural 3 Nov 2k23

[@sangeetadash9565]

Slenderness ratio 10 se small ayegato kese karenge

[@jayantichoudhary6789]

Pr built up column section ki buckling class c di hui hoti hain

[@nimasherpa5229]

iyy nikalne le liye parallel axis theorem kyu use nahikia?????

[@vaibhavpatil6488]

Jarurat nhi h. Same axis h dono ka

[@lghuntergaming4297]

Sir (r) minimum ke value may mistake ha r=83.36mm value ha plz solved this for new student 🙏🙏🙏🙏

[@sangeetadash9565]

Iyy me 12 multiply kese hua

[@UMESHKUMAR-fh9fq]

Plase sir tell me???

[@amoghpalav18]

Sir Iýý me into 12 kyu kia

[@amoghpalav18]

2 karna hey na

[@RahulVerma-qf6qb]

Iyy ke calculation m aapne mistake ki hai

[@rahulyajurvedi7792]

Aisa toh online cls mai bhi nahi padhate bhai
Sirf PPT chalti rheti hai udhar toh

[@riturai9574]

Please yrr like me diya karo ma book se padti hu code ma kitni dikkat jati hai I know humare sare problem solve ho jati h

[@RahulVerma-qf6qb]

IYY

[@nayanwase1167]

Batho na