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Kristall
Eurocode
The Efforts tab (Fig. 2.5.4-3) is used to specify efforts
applied to the joint. The schematic shows their positive directions.
Fig. 2.5.4-3. The Efforts tab of the
Beam-to-Column Joints mode
A list of checks that the mode performs is presented in Table 2.5.4-1. The same table lists articles of ENV
1993-1-1 which require the checks to be performed (a full listing of results produced by the checks goes to the report
document).
Table 2.5.4-1. A list of checks applied to joints between beams and columns, as per ENV 1993-1-1
Factor analyzed
strength of the joint’s tensile area under Nb and Mb
strength of the joint’s compressed area under Nb and Mb
shear strength of bolts
bearing of the bolt
strength of corner welds
shear strength of the column’s web
compressive strength of the girder’s flange and web
compressive strength of the column’s web
stability of the column’s web
Reference to Eurocode 3
J.3.2
J.3.5.4, J.3.5.3
6.5.5
6.5.5
Annex M
J.3.5.2
J.3.5.4
J.3.5.3
J.3.5.3 (7)
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