Hi all
Iam working on a
very simple frame analysis. The model and the load constrains are shown In the
attached files.
Iam looking for the following results
1.
Maximum Beam deflection and stress ( to figure out if they are within
permissible limits)
2.
How much the column gets deflected ? and has it
buckled?
I have just started using Pro/Mechanica and seek help on
these from anybody here. I have run simulations individually (static and buckling) on beams and columns and I would
look for the following results
1.
Maximum Stresses and deflections in case of
beams
2.
BLF in columns
( I would multiply the BLF with the applied load to figure out the
permissible load the column can carry)
In tis case of a frame
1.
How do I figure out the beam deflection and stress
2.
How do I figure out if my column has not
buckled? Because my point of application of load in this case is not directly
axial on the column
Hope I have explained my situation.
Any help would be immensely appreciated. I have tried to do the frame both as idealizations and in 3D
2007-10-04_032012_Frame_Analysis.zip
Iam working on a
very simple frame analysis. The model and the load constrains are shown In the
attached files.
Iam looking for the following results
1.
Maximum Beam deflection and stress ( to figure out if they are within
permissible limits)
2.
How much the column gets deflected ? and has it
buckled?
I have just started using Pro/Mechanica and seek help on
these from anybody here. I have run simulations individually (static and buckling) on beams and columns and I would
look for the following results
1.
Maximum Stresses and deflections in case of
beams
2.
BLF in columns
( I would multiply the BLF with the applied load to figure out the
permissible load the column can carry)
In tis case of a frame
1.
How do I figure out the beam deflection and stress
2.
How do I figure out if my column has not
buckled? Because my point of application of load in this case is not directly
axial on the column
Hope I have explained my situation.
Any help would be immensely appreciated. I have tried to do the frame both as idealizations and in 3D
2007-10-04_032012_Frame_Analysis.zip