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For a VARH element (form node i to node j), we can define:
L |
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Ii, Ij |
moment of inertia at end i and j |
Ai, Aj |
sectional area at end i and j |
E |
modulus of Young |
Ncr |
critical Euler force |
Ri, Rj |
beam stiffness at end i and j |
The stiffness R and R' is given by:
The critical Euler force is given by
To calculate α, the next steps are followed :
1. Calculate L, Ii, Ij, Ri, Rj, R'i, R'j, ξ
2. We suppose that
3. Calculate a, b, c and d as follows
4.For a beam in non-sway system, we solve
For a beam in sway system, we solve
5. When a solution is found, we check if
6. If not, then recalculate a,b,c en d as follows :
and resolve the proper equation of 4.