steelnz2003
Civil/Environmental
- Dec 21, 2007
- 54
Hi
I am trying to desing a purlin using the AS4600 I for a diffrent results than the Prulin manufacture specially for diffrent bracing length
I got teh section capacity correct but the issue witht the reduction of capcity to member length does any one know a sloved example or commetry to explain the used numbers
I am trying to desing a purlin using the AS4600 I for a diffrent results than the Prulin manufacture specially for diffrent bracing length
I got teh section capacity correct but the issue witht the reduction of capcity to member length does any one know a sloved example or commetry to explain the used numbers