karynalicia
Structural
- Jan 28, 2004
- 1
We are designing a WT-beam with a channel on the bottom to form a composite section. If the channel is positioned so that it's x-axis is oriented in the same location as the beams y-axis can we add the radius of gyration about the y-axis of the the WT beam to the readius of gyration about the x-axis of the channel inorder to find the radius of gyration of the new shape? We were thinking we could but when you look at the composite member section properties in the steel manual it doesn't work out that way. Any thoughts on this would be greatly appreciated as this is driving me crazy.
.
. . = The WT-section
. * = The Channel
* . *
* ....... *
******* Thanks
.
. . = The WT-section
. * = The Channel
* . *
* ....... *
******* Thanks