MecaWind's Wind Load Calculator for wind pressures & wind loads via MWFRS and C&C of structures according to ASCE 7 (7-22, 7-16, 7-10, 7-05)
Since ASCE 7-10, the wind load is strength level for 1.0 Wind. For pipe stress calculations, do you use allowable stress design or strength level wind...
This is clearer in 7-16, but it is in 7-10 & 7-05. And ASCE's minimum live loads on a roof that are not occupancy related are 20psf or less. If you have a live load on the roof greater than 20psf and not occupancy related, the conservative approach would be to treat it as ...
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ASCE 41-13
The velocity record was split into 10 segments that roughly correspond to 10 min duration tornadoes in full scale; this may not be appropriate for all tornado ratings. Moreover, the TLVs are scaled to EF end-of-range tornadoes, which may be inappropriate, specifically when ASCE/SEI 7–22 ...
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ASCE 7-16 section 8.2 states the design flow rate of the secondary drains shall be 15-min duration / 100 year. The previous sentence states in accordance...