removed
Civil/Environmental
- Jun 4, 2012
- 6
Hi everyone!
I would like to ask for some help on how to apply the loads on this model that I have made. The second floor walls are made of wood(shell elements) and the first floor walls are made up of adobe (also using shell elements). I have already computed the dead, live and seismic loads. I just do not know whether I should apply them as uniform distributed load, point load, area load, or whatever. Please help me. Thank you!
Btw, here's the model:
Lean Jesselie A. dela Cruz
2008-00398 | BS Civil Engineering, University of the Philippines - Diliman
Auditor, UP Aggregates, Inc.
Member, Philippine Institute of Civil Engineers (PICE)
I would like to ask for some help on how to apply the loads on this model that I have made. The second floor walls are made of wood(shell elements) and the first floor walls are made up of adobe (also using shell elements). I have already computed the dead, live and seismic loads. I just do not know whether I should apply them as uniform distributed load, point load, area load, or whatever. Please help me. Thank you!
Btw, here's the model:
Lean Jesselie A. dela Cruz
2008-00398 | BS Civil Engineering, University of the Philippines - Diliman
Auditor, UP Aggregates, Inc.
Member, Philippine Institute of Civil Engineers (PICE)