Thanks so much Bro. You explained it very well. Could you show us some examples of practical construction on site, because they are very important ? Thanks in advance Bro.
Hi what is the connection when you poured the concrete to the footing first. Then after 28 day you poured pedestal column, Is it pinned connection? If so then when i poured the footing and pedestal monotically. I created a fixed foundation?
Thank you, so when would you ever need a pinned connection? I'd just use fixed on all columns to capture all reaction forces and moments. Could you explain?
How can I provide pinned support in both the directions????...in your example it is pinned in one direction and fixed in other....also how do i model in software if it is pinned in one and fixed in other direction
If you want pinned in both directions, put the bolts within flanges (in case of I section). But in that case you have to provide bracing in both directions. If you want to model in software , release the moment in the direction about which you want pinned connection.
@@TonmoyMaityThanks for your response. what about connection between column and base plate in case of pinned connection. Only the web should be welded to base plate or flanges and web both will be welded to base plate???
Very well explained. This is very important and common question in all interviews
Glad you like it
Great video! ❤
Glad you liked it!!
You are a real steel designer
Glad to hear from you 🙏
Thanks so much Bro. You explained it very well. Could you show us some examples of practical construction on site, because they are very important ? Thanks in advance Bro.
Hi what is the connection when you poured the concrete to the footing first. Then after 28 day you poured pedestal column, Is it pinned connection?
If so then when i poured the footing and pedestal monotically. I created a fixed foundation?
Usually in offshore, the I beam will be welded to the base plate (no bolted connections used). Then it means the column is fixed right?
Great explanation
The bolts outside flange will be in shear ?
How can we make a I section fixed about minor axis I. Think if we provide bolts in web also
Kindly make a video series on RCC design if possible
Sir when we connect a column to beam which moment connection is better on flange of column or on top of column as horizontal knee connection
Why can't we provide bolt on minor axis side like major axis ? Why instead go for bracing ?
Thanks for sharing!
How about Steel column connect with RC column? Do we've to use pin or fix? for I section.
Thank you, so when would you ever need a pinned connection? I'd just use fixed on all columns to capture all reaction forces and moments. Could you explain?
I will
In an electric pole how leffective is calculated in 2directions plz visualise ...
Please do on splices in column steel section and plate girder and stiffeners
Dimensional analysis of distorted models
Can you please enlight where to provide moment connection and bracing.
Dear, I will try to put a video on this
How to get a pinned connection for the circular column?
at bottom you have to use ball and socket type base
How can I provide pinned support in both the directions????...in your example it is pinned in one direction and fixed in other....also how do i model in software if it is pinned in one and fixed in other direction
If you want pinned in both directions, put the bolts within flanges (in case of I section). But in that case you have to provide bracing in both directions.
If you want to model in software , release the moment in the direction about which you want pinned connection.
@@TonmoyMaityThanks for your response. what about connection between column and base plate in case of pinned connection. Only the web should be welded to base plate or flanges and web both will be welded to base plate???
Sir, please explain moment resitting connection with use of semi rigid and rigid connections
I'll try
Slabs ka detailing