If you have selected the equivalent member method for a straight member set, lateral supports can be defined in Table 1.4. These prevent buckling about the minor axis of the member set. If the results show different buckling lengths of the member set, no values are entered for Lcr,zw, Lw, and LT in Table 1.6.
No Effective Lengths for Minor Axis and Lateral-Torsional Buckling in RF-/STEEL EC3
In RF‑/STEEL EC3, no effective lengths are displayed for the minor axis and the lateral-torsional buckling in the "Effective Lengths – Members/Sets of Members" window. What is the problem here?
Answer:
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Ms. Effler is responsible for the development of products for dynamic analysis and provides technical support for our customers.
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