If it is a structural wall, I have to check punching for wall too.. but in that case column punching is showing only.. how to check punching for walls?
@@civilconst sir, One thing I noticed while importing base reaction from etabs to safe that, in case of shear wall, a beam is imported with same thickness of shear wall having a depth equal to the height of bottom most story in etabs. What to do with that beam while designing foundation in SAFE? Should I keep that beam?
If it is a structural wall, I have to check punching for wall too.. but in that case column punching is showing only.. how to check punching for walls?
For the wall, you have to check one-way shear only not punching shear.
@@civilconst sir, One thing I noticed while importing base reaction from etabs to safe that, in case of shear wall, a beam is imported with same thickness of shear wall having a depth equal to the height of bottom most story in etabs. What to do with that beam while designing foundation in SAFE? Should I keep that beam?
Why is water pressure not applied?
Nice video. Can you please upload one for Slab and Beam type Raft or Strip Footing.
Thanks.
Will give a try . Do subscribe.