rowingengineer
Structural
- Jun 18, 2009
- 2,468
I am getting a fair bit of push back from engineers in NZ on imp 2 Vs imp 1 building. I think this is because when I define my building as IMP 2 the footings in seismic regions is greatly increased. I don't really like adjusting my IMP 2 vs IMP 1, based on the opinion on the footing designer. (I am a Australian engineer based in QLD so need to reply on teh local guys for seismic designs in the south island mainly)
I have reviewed the B1 and am fairly comfortable with my definitions for sheds and farm sheds.
Imp 2 - anything over 150m2 is imp2 for economic reasons - this would equate to roughly $60,000 for the structure excluding foundations.
Does anyone have some good definitions for farm/industrial sheds with low occupancy gernally below 3-4 people?
I have reviewed the B1 and am fairly comfortable with my definitions for sheds and farm sheds.
Imp 2 - anything over 150m2 is imp2 for economic reasons - this would equate to roughly $60,000 for the structure excluding foundations.
Does anyone have some good definitions for farm/industrial sheds with low occupancy gernally below 3-4 people?