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restraining member or assembly. The higher the value of G, the more moment will be asked to carry. In the most extreme case the columns infinitely that the beams will transfer no moment to the column. This, in turn, is an expression of the fact that the beam in this case cannot offer any distribution factor, G, for a realistic should replaced Gr, end-restraint stiffness distribution factor. Equation (2) therefore in the effective length solution procedure, rather than Eq. Gras is noted that a single is used for each column end. this can be explained as follows: interior columns: In the general frame certain amount prior to column buckling. The connect-
Edition 1st Edition
First Published 1988
Imprint CRC Press
Pages 2
eBook ISBN 9780429180651
ABSTRACT
269