bertyboy
Structural
- Jul 18, 2003
- 25
For AISC, which method, LRFD, or ASD, should one use ?
I am a Structural Engineer in the oil and gas industry, in Aberdeen, Scotland, U.K.
In this industry we use some of the American codes, e.g. the AISC codes.
ASD is the allowable stress design. I have the 'green book', 9th edition, dated 1997.
Has this method been replaced by LRFD ?
Presumably this is a Load Factor Design method ?
When did this method come out ?
Is ASD still valid ?
Which of these 2 codes is the most commonly used code, in the U.S.A. ?
In terms of column design ( combined compression, and bending ), is there any difference between the methods in these 2 codes, aside from load factoring ?
I am a Structural Engineer in the oil and gas industry, in Aberdeen, Scotland, U.K.
In this industry we use some of the American codes, e.g. the AISC codes.
ASD is the allowable stress design. I have the 'green book', 9th edition, dated 1997.
Has this method been replaced by LRFD ?
Presumably this is a Load Factor Design method ?
When did this method come out ?
Is ASD still valid ?
Which of these 2 codes is the most commonly used code, in the U.S.A. ?
In terms of column design ( combined compression, and bending ), is there any difference between the methods in these 2 codes, aside from load factoring ?