idly123
Structural
- Jun 12, 2002
- 96
Hi,
We have a frame with an inclined leg. This inclined leg rests on a roller support inclined at 30 degrees to horizontal . If this is to be treated as a mulyi pont constraint problem how do we account for the stifnes contribution from roller support taking in to consideration that the lateral moment at roller is not afffected by the horizontal component of reaction.
regds
Raj
We have a frame with an inclined leg. This inclined leg rests on a roller support inclined at 30 degrees to horizontal . If this is to be treated as a mulyi pont constraint problem how do we account for the stifnes contribution from roller support taking in to consideration that the lateral moment at roller is not afffected by the horizontal component of reaction.
regds
Raj