Figure Examples ofsupplementary web plates

6.2.6.2 Column web in transverse compression

(1) The design resistance of an unstiffened column web subject to transverse compression should be determined from:

Ym 1

where:

co is a reduction factor to allow for the possible effects of interaction with shear in the column web panel according to Table 6.3;

beff,c,wc is the effective width of column web in compression

- for a welded connection:

eff,c

ac , rc and ab are as indicated in Figure 6.6. for bolted end-plate connection:

eff,c,wc

0 0

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