cdi12
Structural
- Jul 1, 2006
- 38
Table 4-12 (AISC Manual 13th) shows available axial strength for eccentrically loaded single angles.
For example: L4x4x1/4, Grade 36, KL=5ft, Pmax=13.4kips
while Table from Eng. Journal, Second Quarter 1991
(by Wayne Walker) shows Pmax=9.6 kips
Anybody knows why?
Thanks,
For example: L4x4x1/4, Grade 36, KL=5ft, Pmax=13.4kips
while Table from Eng. Journal, Second Quarter 1991
(by Wayne Walker) shows Pmax=9.6 kips
Anybody knows why?
Thanks,