Looks like the min steel area is 400mm2. Where is the min steel set?

How does Robot do the pattern loading on a slab?

What is the centre to centre distance between the columns

Thanks for the video.What is floor type?

Where can we find this file

No anderstand becuase code no thing ites

Calculate the plastic hinge length at point A

How do one determine the plastic hinge length at A if point A is fully plastic

Excellent

What about point 3 ?? what will be the comment for "Combination of Pf & Mf Values" ???

how can we implement a hinge connection?

you explained very well thanks

bla bla bla, we need how to draw that interaction curve. anyone can refer to charts

good

Thank you very much. God bless you ☺️

The previous video mentioned is missing. No explanation on how M1 is obtained is not helpful. Could you please make available the earlier video that will it cover its derivation. Thank you!

derive an expression for the effect of axial forces on flexural stiffness

what is the point reading stuff from ppt

Great lesson.

Thanks a lots for the great explanation ...

Thank you very much! Amazing!

Thanks its helpfull

i was struggling with this. You are a gem sir

kzbin.info/www/bejne/mXW9ZHmAZbqqh5Y model a truss in robot millenium and the results do not agree with sap2000 and robot millenium?

You mentioned a previous video. Could you please give us the reference of that video so that I could find it ? Thank you again . Excellent pedagogical style.

Cristal clear . Thanks

Sir if vertical shear wall dead load is more then the lateral load which it resist. Is safe for that particular structure or not

Good explanation. Thanks

Thank you from South Korea :)

Great job with the video, very helpful as I've been designing footings at work this week

don't understand what talked?

this video is a godsend

veryyyyy helpful. Thank you

Tomorrow is my Calculus Paper

Sir, why we don't have horizontal movement at roller C as DOF ?

Why 4

Hello sir How to add a material properties and for calculate deflection Please reply sir

thank you sir that was great actually perfect! i wasted 2 weeks looking every where without understanding, while here with you it took only an hour to understand everything, im very graceful

Helpful. It gets tricky when one of the entries of the eigenvector is zero. need to triple check that 0 entry in all 3 equations to make sure it is really zero. Is there a more efficient way to see that it is really zero?

incredibly unclear

Thankz

Hi, how could we know if is on compresión or in tension?

Sir no previous vdo i get

Can you share the excel please?

Can you share the excel sheet please

you need to enter wind profile coefficients from related code before starting simulation otherwise it won't be accurate. 0.92 kPa seems less than expected peak for a 10 story

great teacher more blessing to you

please Sir can you be my tutor?

Very good, thanks!

sir what is reduced stiffness matrix pl explain also suggest a book that teaches mathematics used in FEM OR FEA PLEASE I AM IN SO MUCH TENSION