Oscillation causes due to elasticity, the element try to regain its position. isn't it?

How to provide wind for open structure

Excellent

Sir how to construct underreamed pile in this software

While defining sesmic load pattern, there are 3 options for time period ,which one we should take, user defined or program calculated in etabs

Are diaphragms and slabs same !???

dont we need to provide stiffness modifiers for shear??? in ASCE 41-13, There seems to be something about it.

Good explanation video

very well explained.

Informative

Sir part 2 please

Very informative Lecture Sir. Thank you. Sir, if the structure located in zone IV, effects due to vertical earthquake shaking is also to be considered. Here responses from the three earthquake components are to be considered, the responses due to each component will be combined using the assumption that when the maximum response from one component occurs, the responses from the other two components are 30 percent each of their maximum. Then how it will be for Dynamic load case combination Sir, in code positive & negative both combination is considered but Response spectra is an scaler absolute value as you said?

Very good lecture

How to get settlement parameters?

Informative video

Ok video

many thanks i think u cleared all points related to diaphragm

This is as per which code ??

Which software??

Good lecture

is there any difference between SLAB & Diaphragm?

Well explained sir ❤

Good lecture

THANKS

Please upload part-3

You have not solved any problem ?

Sir please upload part-3 also

amazing lesson!

Good 😊

Nice 😂

Hola, excelente explicación me a servido de mucho. Otra cosa, en 15:00 el Etabs que yo utilizo no me muestra la rigidez lateral del nivel para el sismo espectral, raro que no me muestre esos datos, por lo que lo he obtinido de: Story Response Plot. Y otro asunto, respecto a los momentos de inercia de vigas y columnas, haz utilizado inercias efectivas o inercias gruesas en tu modelo? Saludos.

Sir can Google stechup file can be imported to etabs using IFC files for steel design in curces

Fantastic Sir

Sa/g = 2.5 for Av for buildings and other structures

How to change global axis in etabs if my building have angle shape position?? Because if I assign seismic load the deformation can’t follow x and y structure but they follow global axis

My RCDC can design the beams of my building, but if I choose columns and walls it will close directly. Please help me what is wrong

Well explained... looking forward to more learnings from your channel

Congratulations u got a new subscriber 🎉 plz upload part 3 as soon as possible,I will waiting for it

Next part?

I using same procedure and using same rcdc but etab2021 and access 2013 then after we are facing problem unable to read analysis data how to resolve

Some of Column forces from etabs combination are missing in RCDC. So design gives wrong reinforcement. Please give suggestion

wonder ful

great video when are we gonna see second part

Why wasnt the moments released as for truss we assume load transfer is only in axial dir... i.e tenzion or compression..

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you forgot slab deflection

Sir, please post next lecture

Sir, what is the white board writing tool you used???