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Fantastic sir

Fantastic sir

Nice sir

Auto cad coloumn layout in last For my reference

This method is force coefficient method. But many people use pressure coefficient method. Whether the final result is same for both the methods for wind load. Your first method is simple and follow in earlier version staad pro v8i. Now auto wind load generation is available in latest edition

At the beginning of the video, at the 1:30 minute mark, where you mention reducing the dimensions of the columns to avoid a soft story, I would like to clarify that you are likely referring to reducing the height of the columns and not their cross-sectional dimensions. It wasn't initially clear to me as it was mentioned in the video, and I just wanted to emphasize that. Excellent video, keep up the great work!

Great... Kindly upload same video for chevron bracing type Also make same video for trusses

TODAY I SAW THIS CHANNEL. YOU ARE A BRILLIENT TEACHER, EXPECT MORE STRUCTURAL VEDIOS FROM YOU. PLEASE PROVIDE REVIT STRUCTURE TUTORIALS IF POSSIBLE.

My question is @ the junction of primary beam & secondary beam, where the column comes. I didn't understand that part.

Very informative video

Fantastic I love the way you spread light among us ,, sir👍

I love you dear. I have reached on part 16😀😀😀

bro great work can i get the excel sheet

Nice video. Please share CAD files as well for practice

dimensions is calculated at lowest support how to remove that warnig

Hlo sir, I saw you staad pro lecture it was wonderful, Can u teach about “How to design pile Foundation and shear wall“ in staad pro😊

Fantastic explanation sir😮

Fantastic few minutes lecture, l love it sir❤

Looking forward for the course my friend

Explanation is simple and clear. Thanks. Dr. H. j. Shah

Almost all buildings have masonry. Then what is bare frame? There are two options: (1) Do not use stiffness of masonry (2) Use stiffness of masonry. I qualify this building as bare frame, since we are not using stiffness of masonry in resisting earthquake loads. What is your opinion after this argument?

Fantastic, I love it way you teaching sir.

Wind load direction arrow is not showing how to fix it

hello sirrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁😁

Waiting

Z direction me cqc shear or modal participation factor zero aa ra h

As per ACI-318 column sizes should be minimum of 12in

Hi, please do one class using meters and millimeters

Can you do a autocad coarse also

Please sir, Do design of the building using the robot structural analysis software

How to provide effective length ?

Hi please model,anlyasis design steel structure in stadd pro

I am very happy to watch your video..... I request you please make steel structures like ware house , Truss etc...after this etabs course ..... I have suggested your video to many people related to civil students ..... thank you

Thank you . Waiting for this

Sir, please Share autocad plan for practice

It will be very useful to learn ETABS for this course. Thank you.

Thankyou sir❤

Thank you sir nicely done 👍

Why pinned connection increase deflection..pls give the basic reference for the same

Thank you sir...

Can can you please make a video on steel structure stand output from TRACK 2 for a beam and column. Checking their deflection another important parts please sir.

❤❤

2.5% as per my knowledge is the maximum reinforcement allowed in beams as per the ductile code! For columns we can go upto 6% theoretically but practice wise upto 3-4% is tolerable for heavily loaded buildings else column sizes will be too high !

As per calculation 6" = 0.152m 4" = 0.102m But You have written 6" = 0.115m Which is correct ?

nice

If our structure is multistorey then also we follow the same method for grouping the slab or is there any other method to do fast

Is it 300mm x 600mm or 9" x 18" in case span upto 16', bcz 18" = 450mm, so which one is correct, 18" or 600mm ? Also for span more than 16' you have given 12" x 18" converted into mm as 300mm x 600mm, so 600mm is correct or 18" ?