I have been asked by a client to visit on of their buildings where a fire recently broke out. This visit is scheduled for tomorrow morning.
From what I can gather the existing structure was used as a wood shop. A spark ignited some sawdust causing the fire. I have not visited the structure yet, but I am under the impression that the building was constructed in the late 60's and consists of unprotected steel joists supporting some form of deck.
I have some experience in dealing with these types of problems. I know how steel performs under varying temperatures, decreased Fy and E, with total loss occurring around 1200-1300F . I know the larger the member the longer it takes the steel to reach the ambient air temp (something that doesn't bode well for steel joists).
When I go out onsite, I am going to basically be looking for any permanent deflection that may have been caused by the fire. If given access, I may even try to see if I can find any welds that maybe compromised. Anything else I should be aware of?
From what I can gather the existing structure was used as a wood shop. A spark ignited some sawdust causing the fire. I have not visited the structure yet, but I am under the impression that the building was constructed in the late 60's and consists of unprotected steel joists supporting some form of deck.
I have some experience in dealing with these types of problems. I know how steel performs under varying temperatures, decreased Fy and E, with total loss occurring around 1200-1300F . I know the larger the member the longer it takes the steel to reach the ambient air temp (something that doesn't bode well for steel joists).
When I go out onsite, I am going to basically be looking for any permanent deflection that may have been caused by the fire. If given access, I may even try to see if I can find any welds that maybe compromised. Anything else I should be aware of?