Sir if i am designing mat foundation by importing .f2k file from etab, do i need to ad any extra load combination?? Or can i just set a load combination of DL+LL and perform every check for this load case only??
sir how to find reinforcements of mat footing manually for particular area ... plz sir i have been in trouble for many days ...sir it will be very helpfull if you can make video for same. pls sir
If you get something like that then you should understand that sometimes it is done by mistake when we are in hurry. You can change the unit & put the proper value. Just take the way of this tutorial, ignore these silly mistakes.
Nice effort... however, honestly, it frustrating to watch mute videos....
How can we apply Rebar Ratio in SAFE for carrying more Punching shear force
Sir if i am designing mat foundation by importing .f2k file from etab, do i need to ad any extra load combination??
Or can i just set a load combination of DL+LL and perform every check for this load case only??
I think assigning columns is not required to get the results
sir how to find reinforcements of mat footing manually for particular area ... plz sir i have been in trouble for many days ...sir it will be very helpfull if you can make video for same. pls sir
what is resourse of that equation which is used for calculating ks ? Plz
Awesome video
can you explain the formula or share the excel file that you got the subgrade modulus from bearing capacity?
appreciated
I guess that's Ks = 40(SF)qa kN/m3 & Ks = 12(SF)qa k/ft3
Thanks
you calculate soil subgrade as k/ft^3 but you input the same value as lb/ft^3. I think you may change your value. the value should be 7.20e+04 lb/ft^3
If you get something like that then you should understand that sometimes it is done by mistake when we are in hurry. You can change the unit & put the proper value. Just take the way of this tutorial, ignore these silly mistakes.
yeah.. please don't take it as blame. your tutorial help me lot. don't take it seriously. i just want to sure if i'm wrong or not..
Thanks
Aslaamalikum brother can you please the design of raft foundation in etabs? JazakAllahkhair
Can't be designed in Etabs. There is no option like that.
can you give my that excel file or just show me the formula you used for si unit. i will create my own. thankyou.