rfd23
Structural
- Nov 9, 2007
- 42
Hi All,
I would like to get your opinion on previous code and current code application;
A Industrial complex was built as per IBC 200x in 200x. I am not providing specific details. Owner engineer pointed out many deficiencies and code non-compliance during construction. Owner and EOR did not pay much attention to these deficiencies. Project was almost completed (99%), a failure happened.
Project was stopped never went to operation. During investigation many code non compliance were found. Now Owner decided to fix all these deficiencies.
These are mainly seismic, wind load and steel code non-compliance. As per new code-2015 seismic and wind loads are updated (increased) in new code-IBCC-2015;ASCE-7-10, AISC-360-10
Big question is which code should be followed in this case to upgrade structure to address these code deficiencies. It should be 2015 or 200x. Jurisdiction has already adopted IBCC-2015.
I really appreciate all of yours feedback.
Thanks
RA
I would like to get your opinion on previous code and current code application;
A Industrial complex was built as per IBC 200x in 200x. I am not providing specific details. Owner engineer pointed out many deficiencies and code non-compliance during construction. Owner and EOR did not pay much attention to these deficiencies. Project was almost completed (99%), a failure happened.
Project was stopped never went to operation. During investigation many code non compliance were found. Now Owner decided to fix all these deficiencies.
These are mainly seismic, wind load and steel code non-compliance. As per new code-2015 seismic and wind loads are updated (increased) in new code-IBCC-2015;ASCE-7-10, AISC-360-10
Big question is which code should be followed in this case to upgrade structure to address these code deficiencies. It should be 2015 or 200x. Jurisdiction has already adopted IBCC-2015.
I really appreciate all of yours feedback.
Thanks
RA