ETABS - Braced Frame Beams
ETABS - Braced Frame Beams
(OP)
Hi there,
I am new to ETABS.....I am modeling a braced frame building and I am having issues getting the lateral axial loads dumped into the horizontal beams of the braced frame. Any thoughts on why this is happening? I have been experimenting with modifying the beam properties and have no luck.
Thanks
I am new to ETABS.....I am modeling a braced frame building and I am having issues getting the lateral axial loads dumped into the horizontal beams of the braced frame. Any thoughts on why this is happening? I have been experimenting with modifying the beam properties and have no luck.
Thanks





RE: ETABS - Braced Frame Beams
RE: ETABS - Braced Frame Beams
RE: ETABS - Braced Frame Beams
Could you please confirm if that is what you intended or if there is an alternate way that you can share?
RE: ETABS - Braced Frame Beams
RE: ETABS - Braced Frame Beams
As WillisV says, release one end from rigid diaphrgm, then you don't need to assign semi rigid diaphragm. I usually follow this method.
other way is offcourse assign semi rigid diaphragm.
Zee
RE: ETABS - Braced Frame Beams