ASCE 7 Wind Load?
ASCE 7 Wind Load?
(OP)
I am looking at a roof screen located on an existing building. Design is to be in accordance with ASCE 7-02. The bottom of the screen is going to be located 3' above the existing roof. The screen is 128' wide x 10' high. The top of the screen is approx 30' off the ground. Would this screen be considered a parapet? I believe the structure falls under 6.5.13 of ASCE7-02 but there is no real equation for components and cladding design in this section (for design of the "skin" attachment).
ASCE7-05 has a little more clarification in section 6.5.13... but again there appears to be nothing in reference to the design of components and cladding.
ASCE7-05 has a little more clarification in section 6.5.13... but again there appears to be nothing in reference to the design of components and cladding.






RE: ASCE 7 Wind Load?
Treat the screen as a sign and transfer the reactions.
6.5.13 in ASCE 7-02 is 6.5.14 in 7-05....they apply.
RE: ASCE 7 Wind Load?
RE: ASCE 7 Wind Load?