Fixed end moments | fixed beams | structural analysis

All important cases of fixed end moments due to concentrated load, UDL, UVL, applied moments and effect of sinking of support are covered in this lecture.
#Selfstudygoals
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[@MdTarik-qf5sc]

Thanks for explaining every concept in less time mam.

[@AkashSharma-qo1fz]

Mam thank you so much............u dont even know ki how much you helped me out...

[@tasteathome3466]

All cases in less time ,well done..

[@shareefshaik2081]

Tq very much man ....It helps alot

[@taramani4691]

best lecture.

[@anitrayaj0]

Perfect 👌

[@statusvideo7197]

Thank you

[@rajacharya122]

how 8 come in denumetor?

[@chinmaichinnu3363]

Wahhh better u also make one super 30 batch and add me as your student ...mam🙏 Super explanation 🔥🔥

[@krishnasainathuppaluri3607]

In case 10 and 11, how will we find delta by knowing the theta value

[@ICPerez2001]

sir can i ask how to solve 3 moment fixed at one end 5 span beam

[@ZoyasWorld-cd6wo]

Very nice🎉dii❤

[@ahmedbenlarbi2348]

First of all thank you so much . Please , 🙏 , any PDF document to know how to find all these moments because it s so hard to learn these results by heart .

[@gunjankumar7123]

Nice

[@mohammadalishaikh5855]

Thanks, much appreciated 🔥❤️

[@selfstudygoals6371]

Welcome..

[@anumol3292]

Thank you.nice presentation

[@selfstudygoals6371]

Wlcm 👍

[@arfatansari8322]

Appreciated by your effort ty

[@selfstudygoals6371]

Thank you..

[@mikecalpotura8454]

What if the uniformly varrying load is not half of its length?

[@NEERAJKUMAR-bn3dy]

Good

[@Cgvyam_target_zone]

Perfect explanation 😊

[@avneetkaur6369]

From where "8" has come in first case ?

[@royalrawvikash1374]

good explanation thanku mam

[@selfstudygoals6371]

Welcome..

[@swapnilsonawane206]

In case no 9..if anticlockwise moment is acting the what will be change in formulae

[@selfstudygoals6371]

Then Sign will be reversed. (negative)

[@my_baby_tiger9495]

Mam How did you get those values ? Like in 5th case, uniformly varying load , you wrote WL^2/20 & WL^2/30 . Is there any formula to derive this fixed end moment ? I am not getting it exactly

[@selfstudygoals6371]

All these cases are derived by analysis methods available and put in table for shortcut used in competitive exam . Details study of its derivation can be covered into separate video.

[@my_baby_tiger9495]

@@selfstudygoals6371 will you make one ? I would like to watch. I had tried the derivation but my results are different than those values

[@arunrc6334]

can you explain how these values came?

[@selfstudygoals6371]

Yes, by using method ,we can determine these values, I will cover this in separate videos after completing the "hydraulic turbines and pumps " playlist.

[@memesbasyakannadaguru2748]

Mam u have not explained about when two loads are given in single span

[@selfstudygoals6371]

Because it is for general and commonly used case.

[@sudippathak4639]

Can u explain about a UDL over a distance a from left end and bat a distance b from right end?

[@surendramandal3840]

Why fixed end i negative

[@selfstudygoals6371]

Because it is resisting and opposite of applied one.

[@divyapriyadharsinim405]

What are the fixed end moments for a fixed beam of a length 'L', Subjected to a concentrated load 'W' at a distance 'a' from left end..?? Answer ?

[@sudippathak4639]

It is second case . So please find it in the video.

[@johnsnow1418]

You didnt explain how these values of fixed end moments are derived.

[@selfstudygoals6371]

This video is about shortcuts, Will explain in detail in another video.

[@user-xj4ep5wb2j]

no need to memorize, just one formula is enough

[@hizjhn8911]

What formula

[@user-xj4ep5wb2j]

point load formula then just use integration

[@hizjhn8911]

@@user-xj4ep5wb2j use the length to integrate? Can u give an examle pls?

[@05ankushshrikhandece88]

Thank you

[@selfstudygoals6371]

👍

[@MUHAMMADWARDANI-il1ry]

Nice

[@selfstudygoals6371]

Thank you..