SteveGregory
Structural
- Jul 18, 2006
- 554
I have a 4-sided solid screen-wall enclosure 12' tall x 24' wide x 45' long around an HVAC unit located at ground level. The top is open. The adjacent walls provide some bracing near the corners. However, most of the wall panels are braced by cantilevered steel columns. The column spacing is 8'+/-.
What ASCE 7-05 wind loads should I use?
Parapet loads 6.5.12.2.4?? Not on a roof
Solid Freestanding Walls 6.5.14?? 4-sided, I need to design the corner columns and corner bracing
Rooftop Structures and Equipment for Buildings 6.5.15.1?? Not on a roof
What ASCE 7-05 wind loads should I use?
Parapet loads 6.5.12.2.4?? Not on a roof
Solid Freestanding Walls 6.5.14?? 4-sided, I need to design the corner columns and corner bracing
Rooftop Structures and Equipment for Buildings 6.5.15.1?? Not on a roof