Very informative!!! could you also include designing foundation in excel vs SAFE in some later videos?The results might not be the same. Since you seem to have a profound knowledge in structural engineering, I would be glad that you provide us viewers with comparisons too, I have learned a lot from your videos. Hope you keep uploading sir!!!
I have a doubt while defining load combination. You make load combination of 1.5 dl+1.5 ll and dl+ll. Dont we need to consider other dead loads like floor finish, wall etc on combination. Can you make it clear sir?
U should know that you are doing a good job and a great service to your viewers.
Thank you so much!!
After analysing I mm not getting results (colourfull details) why.? It's just showing analysis completed and ready.🤔🤔
Does anyone know where we define subgrade soil on newer versions, safe21 ??
thankyou sir yoi are doing greT job
Hi, thanks for this informative video. Can it be designed in ETABS itself?
Nice video. Pls share how to check for punching where there is beam provided in raft?
Very informative!!! could you also include designing foundation in excel vs SAFE in some later videos?The results might not be the same. Since you seem to have a profound knowledge in structural engineering, I would be glad that you provide us viewers with comparisons too, I have learned a lot from your videos. Hope you keep uploading sir!!!
Sure! Lets do that too!!
I have a doubt while defining load combination. You make load combination of 1.5 dl+1.5 ll and dl+ll. Dont we need to consider other dead loads like floor finish, wall etc on combination. Can you make it clear sir?
DL is already a combination where other load patterns are included.
On analysis model is not locking although run analysis is performed correctly. Any solution??
Yess۔۔۔ and not getting that colourful patches as result right.. facing same situation.??
Why you increase the depth of mat? you should try to change the grade of concrete i think that will be more economical