Rooftop Structures & Equipment - ASCE 7-05 Section 6.5.15.1
Rooftop Structures & Equipment - ASCE 7-05 Section 6.5.15.1
(OP)
Can someone elaborate behind the reasoning for increasing the rooftop equipment loads by 90% as specified in ASCE 7-05 Section 6.5.15.1 for buildings less than 60 feet? Was this increase made as the result of testing?
It is very frustrating to have previous designs work under ASCE 7-02 and not work for ASCE 7-05.
Anyone's response would be greatly appreciated.
It is very frustrating to have previous designs work under ASCE 7-02 and not work for ASCE 7-05.
Anyone's response would be greatly appreciated.






RE: Rooftop Structures & Equipment - ASCE 7-05 Section 6.5.15.1
RE: Rooftop Structures & Equipment - ASCE 7-05 Section 6.5.15.1
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