slickdeals
Structural
- Apr 8, 2006
- 2,268
Folks,
Am I correct in stating that the ASCE 7-05 wind pressures for a parapet are much higher than a solid sign?
If I had a knee wall at ground level, designing it per the requirements of a parapet would produce much higher pressures than that of a solid sign.
Am I correct in stating that the ASCE 7-05 wind pressures for a parapet are much higher than a solid sign?
If I had a knee wall at ground level, designing it per the requirements of a parapet would produce much higher pressures than that of a solid sign.
