Column with cantilevar beam how to determine the moment force
Column with cantilevar beam how to determine the moment force
(OP)
Hi,
I have a wood stud and I'm fixing another wood element (cantilevar) (see image attached) how do you determine the how the column (stud) will bend and how to calcultate the flexure ?
Thank you for any help
gasma1975
I have a wood stud and I'm fixing another wood element (cantilevar) (see image attached) how do you determine the how the column (stud) will bend and how to calcultate the flexure ?
Thank you for any help
gasma1975






RE: Column with cantilevar beam how to determine the moment force
RE: Column with cantilevar beam how to determine the moment force
RE: Column with cantilevar beam how to determine the moment force
2. If it is a vertical roller, what are the reactions to the applied load?
3. From those reactions, draw a moment diagram for the stud.
4. Using Moment-Area principles, what is the rotation at height x, say θx?
5. Using Moment-Area principles, what is the maximum deflection of the column, neglecting P-Δ effects?
6. Δ1 = e*θx + normal cantilever deflection for concentrated load at end of cantilever.
7. How will axial load affect moments, rotations and deflections?
8. How will you fix the cantilever to the stud? Will you have additional rotation at the connection?
BA