Apr 18, 2024 #1 a126z Student Joined Nov 26, 2023 Messages 36 Location TW For a general section beam element with eccentricity, if the output point is set at the centroid position z=-1, will the line load be loaded at the centroid position z=-1 or the beam element position z=0 on the diagram?
For a general section beam element with eccentricity, if the output point is set at the centroid position z=-1, will the line load be loaded at the centroid position z=-1 or the beam element position z=0 on the diagram?
Apr 18, 2024 #2 BulbTheBuilder Structural Joined Aug 18, 2021 Messages 327 Location US Why don't you simply apply the load as torque on you beam? Example, 1kips*1"= 1kip-in. Then you apply 1kip-in torque along your beam. Upvote 0 Downvote
Why don't you simply apply the load as torque on you beam? Example, 1kips*1"= 1kip-in. Then you apply 1kip-in torque along your beam.
Apr 18, 2024 #3 SWComposites Aerospace Joined Nov 6, 2000 Messages 3,716 Location US Beam element in what software? On what diagram? Upvote 0 Downvote
Apr 18, 2024 #4 rb1957 Aerospace Joined Apr 15, 2005 Messages 16,127 Location CA whattt ????? "Hoffen wir mal, dass alles gut geht !" General Paulus, Nov 1942, outside Stalingrad after the launch of Operation Uranus. Upvote 0 Downvote
whattt ????? "Hoffen wir mal, dass alles gut geht !" General Paulus, Nov 1942, outside Stalingrad after the launch of Operation Uranus.