ETABS QUIZ- Q.2-Frame Design Overwrite-Framing Type | Complete Explanation | ilustraca | Sandip Deb

ETABS QUIZ- Q.2-Frame Design Overwrite-Framing Type
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[dagnadessie]

keep it up Engineer, your lectures were fruitful.

[acharnandakumar]

So much confusion still I'm getting logic behind it 😅😊 is enough at16:27

[srisaibharathgr]

For general residential buildings considering Non-sway is correct sir?? Or which condition is to be used?

[stockodian]

so basically, we need to enter the overwrites in order to select non-sway factor as K however as we are provided with different values for column when it is effectively held in place with fixed ends do we need to enter the overwrites in k factor part?

[vasubhadania]

Can we set (customize) minimum rebars to the beam...?! Because that will also help us with shear and torsion criteria....

[nikhildixit]

can you pls explain while designig building G+2 for commercial purpose in zone 2 which frame type is used ?
And why?

[anand]

What will happen if we design the column for sway condition ...will it collapse after we construct

[radheshah]

Can we change ductile designing code IS13920:2016 to IS13920:1993 in design details portion of ETABS.If yes then How?

[rcbsht]

Sir can you explain framing type in aci code?

[muhammadoliyott]

What if Q is zero after EQ load assigned