Info

6. Strength of column

The critical design load case at the ULS will be due to the combination of permanent and unfavourable medium-duration variable actions:

Moment condition

Design bending moment about the y-y axis, My.d

Design bending stress about the y-y axis, am.y.d

Design bending moment about the z-z axis, Mzd

Design bending stress about the z-z axis, am.z.d

0 0

Post a comment