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BM at B will be 0 b/c at the support reactions Bm will be zero

why the E masonry si so high?? E=550fm is around 10.000 MPa right?

very nice explanation, you make it easy to us understand. thank you, very much!

Sir can we solve this problem by using strain energy method ??

Well explained❤

Well explained!! thank you 😊

Hello Ubaid, Can u please solve a Simply supported beam (With continuous UDL from start to end - Like self weight) with Overhanging beam on Both sides.

Rb is wrong

😂😂😂😂😂😂

Bm is hogging or sagging at both ends????

At 21:47 why have you written t subscrpipt b/a. It was supposed to be t subscript c/a

Can you solve for the maximum deflection for this?

Sir apan sab question me c2= 0 le sakte he kya

Thankss

sir how to calculate the scaling factor if we know only time period of our structure i.e 0.3 sec in our case so we have to scale the ground motion according to my time period of structure please suggest me

Thank you sir

at last how to calculate -2083.33 ??

I get instability error after assinging tension only elements. Any idea why?

I tried using the vertical intercept from A to the tangent at B to calculate for the slope at B I had a different answer

Why didn’t you use tA/B for the slope at B?

Very good explanation....❤ Sir where can I get the notes???

sir, how to select a range of frequency just like scaling of g value, how can we reduce the seismic data to our defined range of frequency

in rc frames with infills, interface is very important aspect, how can we use the interface property?

kindly guide, how can we analyze for out of plane walls

Thanks sir for all doubts clearing in simple way😊

So you wouldn't load the diagram on the conjugate beam

If there was no force at D

Sir, do you have a video on the scaling of ground motion record w.r.t a target spectrum?

Can u find slope in case of simply support beam moment act mid of beam slope at support

Tqsss sir😊

Short and simple...so helpful

I have questions how to send it plz tell

Sir, why linear time history analysis, the Newmark acceleration time integration the method takes too much time for analysis?

Thanks man! You actually saved me ❤❤

At which that does the maximum slope occurs in this case

I’m confused about the material part for the strut, why was the material not defined for strut as per the masonry data’s ? won’t the Material matter for stiffness or something?

10:34

6:54

23:13

9:20

20:37

10:35

Sir Te/a and Te/b is same or not at y max

Hi bro! I have a question, when you calculate theta_E/a, shouldn't you multiply by the centroid of it's area to get theta_a?

What is for if V2 is>V1

Bro ,how to calculate X value , everything is understand but X value 🙄 please solve that in comment box

Sir when it will in use in practical

I think the answer is wrong! I tried verifying it with Comsol.

Are there any maximum and minimum values or any provisions fro scaling factors for scaling different earthquake motions?

❤❤