Steel Plate Bending @ Both Axis
Steel Plate Bending @ Both Axis
(OP)
Hi,
I am designing a steel plate to carry concrete blocks. Plates will be located at 2' O.C and will span between two HSS Posts. The plate will be taking gravity load from the cmu blocks and lateral load from seismic which means it will tend to bend in both axis minor and major. AISC Section F-11 addresses to major and minor but how about both ? Do you guys have any ideas on this issue ?
Thank you ,
I am designing a steel plate to carry concrete blocks. Plates will be located at 2' O.C and will span between two HSS Posts. The plate will be taking gravity load from the cmu blocks and lateral load from seismic which means it will tend to bend in both axis minor and major. AISC Section F-11 addresses to major and minor but how about both ? Do you guys have any ideas on this issue ?
Thank you ,






RE: Steel Plate Bending @ Both Axis
Check out Eng-Tips Forum's Policies here:
FAQ731-376: Eng-Tips.com Forum Policies
RE: Steel Plate Bending @ Both Axis
Combining bending stresses is straight forward, and I'm sure AISC addresses this somewhere...but in my opinion it would be best if you understood the fundamentals of what is happening before plugging in values to some code referenced equation.
RE: Steel Plate Bending @ Both Axis
Thank you !