The 1170.4 clause 1.1 (g) states that buildings with a first mode period greater than 5 seconds is outside the scope of the standard. Where or whom are we supposed to go to for this approach?
1170.2 has a similar criterion and that the code based wind does not include any buildings with a...
The relevant clause states: The simplified design methods for walls subject to vertical compression forces is b) not to be constructed on sites with soil classifications De or Ee, as defined in AS 1170.4, and where subject to earthquake design.
Is this essentially saying that stability walls...
This clause states that "For structural walls where f'c > 50MPa confinement of the wall core shall be provided throughout by fitments in accordance with Clause 14.5.4". Clause 14.5.4 then goes on to tell the designer what spacing of the fitments will be required.
I'm interested in understanding...
