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Good morning ma'am After long time, back again Love your teaching

Is next video uploaded or not?😢

Is it possible that base shear would may be have negative value and what does it mean?

I have never seen a explanation like this.. wow...i think its the best ever in youtube .. .

Nice Explanation

EXPLAINED VERY NICELY....HIGHLY APPRECIATE SHARING THIS KNOWLEDGE....PLEASE KEEP MAKING SUCH VIDEOS

Mam how can fixed end moment develop between two hinged supports ?

Very nicely explained 🎉

Madam I have a question, 33.08 minute table to get IDL ordinate = BMD ordinate/19.2 for AB span in video. For CB span IDL ordinate = BMD ordinate/19.2. But it's not IDL ordinate = BMD ordinate/19.67. whey ??? can you please explain.

Awesome explanation.

Mam one small building full design

But how we gonna decide the nature of the curve while drawing the ILD? Either it’s concave or convex ?

how are you calculating the force components of all axes

Good place to learn

This is not the right manner to teaching on online mode please use paper and pen so it can be easy to understand.... Hope you will understand ma'am

❤❤❤

pls which textbook are you using for structural analysis

Respected mam, I have greate confusion between two questions 1. List various methods to calculate deflection of beam 2. List various methods to analyse indeterminate structures.

Respected madam, very nice explanation. In this one thing I did not understand is how l (moment of inertia) is assumed as I, 2I, 1.5I .

नमस्ते मॅडम Will you please share a numerical example on designing of beam with wall load+slab load+self wt for a two span continuous beam with point load also...

Full Detailed video, all confusion is cleared. Excellent ❤

Thank you sir!

Thank you sir!

Thank you Madam, for clearing the concept

Madam, you have made the video in such a way that even a beginner can thoroughly understand. Thank you so much

why dont you include two way slab, continuous beam and column design on your youtube channel fore free.

Ma'am 13 quintal steel is enough for 120 sqm slab

Mam, what is difference between Global Stiffness matrix and Stiffness matrix?

Thank you! It's so helpful!

thanks a lot...love and respect from B angladesh

great explanation with excellent preparation of slides maam, just found out about the channel, im studying for exams referring videos, thanks for the effort for bringing your knowledge to youtube. also please if you get free time, please try to make conjugate beam and unit load methods videos maam, thanks again for this amazing content

Namaste ma'am , I love your teaching style After long time you uploaded a video

mam thoda fast boliye

Dear madam, if moment at internal hinge is zero, then why is the load at D in the conjugate beam is not becoming zero?

Madam I want to aquire your book Steel Sturcture. Is it be available in digital copy and where to find it?I would pay for digital copy if it'll be made available. Please reply 🙏

An excellent explanation tanks so much Dr.

How can i get your contact ma .i find your explanation so useful

How can we get this ppt madam, please provide pdf link, these are very very helpful content, Don't know How I miss this videos before, Really helpful ma'am

Waahh.. Very helpful ma'am, Thank youu so much, After very long time I found correct teacher👩‍🏫‍ to explain things like cake walk. Looking forward for many videos ma'am

please solve a problem containing two internal hinge

Thanks alot mam for valuable information

Thanku ma'am nicely explained

Very Nice Video, my question is I modelled a structure and inserted slabs using both methods as shell thin and membrane, when modelling slabs as shell thin, the supporting beams had considerably less bending moments almost 80% less, while membrane slabs were transferring full loads to beams as expected, therefore In real life situation what moment should I design the beam with? Should I design the beam with the moment from Shell thin or membrane method? In the same context, when designing slabs as shell thin, even if the slab has its own stiffness, well understood, then how does the load transfer path look like? How does the load reach to the column? Wouldnt it require to pass through beams and then to the column, if so wouldnt the moments in the beam be high? And eventually be same as the beams from the membrane slab method analysis?

thank you madam😊.pls suggest me good book for structural analysis for beginner and advanced student.

Thank you ma'am

I had a very basic doubt madam. Let say normal load on a column is 50Tonnes so we design that column factoring the load and thus taking 75Tonnes for its final design. Now, while designing footing we need to multiply 50 by 1.1 or 75 by 1.1

found it very useful watching it again after 6 months

extremely helpful video

Thanks again for our video mam

This is not a structural bracing. It's architecture design.