wind load calculation, ASCE 7-98

--------------------------------------------------------------------------------
Design loads

Classification of Builfing Category/Use Group ____II__

Live Load Roof______ PSF
Attic ______ PSF
Mezzanine ______ PSF
Floor _______ PSF
Wind Load: Basic Speed__120 MPH(3-Second gust, asce-7-98 edition)
Exposure:__ B___ Importance Factor___________
Internal Pressure Coefficient__________
Components & Cladding _____________

Building will be designed as _____X____ Enclosed building

( Building Dimensions )
Ridge Height: 5'-10"
Eave Height: 17'-7" (2nd story)
Mean Roof Height: 9'-1-1/2"

Roof Angle: 4:12

Length: 31'
Width: 32'
__________________________________________________ _______________
(Auto Cad)- Marine Piping, Refinery Piping, Civil( layout, stationing)
(GIS) - Water Shed Delineation, Mapping
If I can help someone let me know! Thanks

Hi! How to design 10 feet fence? Any body please give me some idea about load calculation.
Thank You

Quote:

---

Originally Posted by hawk06

wind load calculation, ASCE 7-98

--------------------------------------------------------------------------------
Design loads

Classification of Builfing Category/Use Group ____II__

Live Load Roof______ PSF
Attic ______ PSF
Mezzanine ______ PSF
Floor _______ PSF
Wind Load: Basic Speed__120 MPH(3-Second gust, asce-7-98 edition)
Exposure:__ B___ Importance Factor___________
Internal Pressure Coefficient__________
Components & Cladding _____________

Building will be designed as _____X____ Enclosed building

( Building Dimensions )
Ridge Height: 5'-10"
Eave Height: 17'-7" (2nd story)
Mean Roof Height: 9'-1-1/2"

Roof Angle: 4:12

Length: 31'
Width: 32'
__________________________________________________ _______________
(Auto Cad)- Marine Piping, Refinery Piping, Civil( layout, stationing)
(GIS) - Water Shed Delineation, Mapping
If I can help someone let me know!! Thanks

---