NTCONLINE
Structural
- Sep 29, 2012
- 34
Dear colleagues,
I am reviewing a published document about Base Plate Connection design by AISC, the URL of the document is below
I have a question regarding equation 3.3.12 on page 24, I personally think it is a typo:
in that equation, fp(max) is used for case Y < m. Should it be fp instead?
if it is true that fp(max) should be used in that equation, why fp(max) is not used in equations 3.3.15(a) and 3.3.15(b) on page 25?
Thank you and I am looking forward to your opinions.
NTC
I am reviewing a published document about Base Plate Connection design by AISC, the URL of the document is below
I have a question regarding equation 3.3.12 on page 24, I personally think it is a typo:
in that equation, fp(max) is used for case Y < m. Should it be fp instead?
if it is true that fp(max) should be used in that equation, why fp(max) is not used in equations 3.3.15(a) and 3.3.15(b) on page 25?
Thank you and I am looking forward to your opinions.
NTC