Thanks for your effort in making this video. There are other parameters which also need to be defined and included 1) For example one single long beam or member is split into smaller beams in staad pro model because of insertion of nodes, this effect need to be captured by defining Ly & LZ in the parameter section. 2) The design output only checks the individual capacity of the members as per relevant IS Code. We need to manually check the drift check at the nodes and for SLS condition deflection need to be checked manually. 3) Another factor for economical design is to check the Ratio which can be preferably around 0.9 (90%). If the ratio is like 0.3 etc the member sizes can be reduced and subsequently need to checked & satisfy the Serviceability load conditions as well. 4) Member connection (Beam to Beam, Beam to Column, Column to base plate etc) also need to be designed manually or using software programs. 5) Member releases also need to be defined which is missing in the above design example & plays an important role while designing the connections (Ex: Moment connection, Shear Connection etc) 6) If anybody willing to learn on design of connections, please refer to AISC Design Guide for Connections which has lot of examples and easy to understand on different types of connection design.
Thank you so much for your efforts in making this video. Everything wrt modelling and design is taught so beautifully. Could you please make a video of how to produce working drawings based on steel designs like this?? Please 🙏🙏
Thanks for your effort in making this video. There are other parameters which also need to be defined and included
1) For example one single long beam or member is split into smaller beams in staad pro model because of insertion of nodes, this effect need to be captured by defining Ly & LZ in the parameter section.
2) The design output only checks the individual capacity of the members as per relevant IS Code. We need to manually check the drift check at the nodes and for SLS condition deflection need to be checked manually.
3) Another factor for economical design is to check the Ratio which can be preferably around 0.9 (90%). If the ratio is like 0.3 etc the member sizes can be reduced and subsequently need to checked & satisfy the Serviceability load conditions as well.
4) Member connection (Beam to Beam, Beam to Column, Column to base plate etc) also need to be designed manually or using software programs.
5) Member releases also need to be defined which is missing in the above design example & plays an important role while designing the connections (Ex: Moment connection, Shear Connection etc)
6) If anybody willing to learn on design of connections, please refer to AISC Design Guide for Connections which has lot of examples and easy to understand on different types of connection design.
Can you have design excell sheet for connection ? Please provide!
Arun sir may i get ur contact number, so that I can learn these points from u
we have to define the cross-bracing as tension members and release the top beams as purlins
Can you please explain how to release purlins
Very well explained Thanks u sir
Most welcome
Thank you so much for your efforts in making this video. Everything wrt modelling and design is taught so beautifully.
Could you please make a video of how to produce working drawings based on steel designs like this?? Please 🙏🙏
Yes, sure
Really appreciate. So helpful
Glad it was helpful!
Sir plz make video on how to choose steel column size beam and channel
How to decide it may I,H or w column
Connections foundation to Columb. Bolt connection design's
There is no option available for bolted connection in STAAD
Hi sir the new batch of staadpro software will be starts and what are the timings kindly reply asap
6th if this month
Sir can you do modelling of A petrol pump on staad
Hlo sir , here need to check pass or fail for this kind of steel structure or not ??
Thanks brother
sir can you provide the load calculations of this, cause I want to do something similar for my project report
Thank you so much !!
Welcome!
Quite good
But animation part is not working
Calculate the air pressure of 200 is not defined
Hi Sir Shravan
There is no deflection diagram and or seismec loading daigram movement in my Design what happen? Or deflection movements
SAME THING HAPPENING TO ME WHICH COMMAND TO USE TO SEE THE DEFLECTION
Why moment not released in this models?
Sir how to design footing of steel warehouse please make a video
very nice
Hello sir
I have issue with sesmic load generation it show creation failed every time
HELLO SIR AFTER DESIGNING HOW WIL;L WE GET THE CONNECTION DETAILS
You can check in output file
It's too much 'respected' there, instead use respective when necessary. Overall good.
as i said ..pls. slow down your speed....
Sir plz can you design steel warehouse with crane it's a request
No wind load applied.
"calculation sheet is not available as Design has failed"..it's showing like this please help🙏🙏
Mr Shravan its too speed for the learner
Why steel takeoff is too much in this
Hi
Sir explain lx ly lz ky kz plz
I got 69 Warnings... Instabilities
I lost all the "respect"😂
You just know stadd but you don't know concept
Its respective not respected.
What about wind load?