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7. Assembly errors
7.1 Abnormal efforts
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Unexpected clashes
The often ill-considered choice of pre-assembled structural parts generally leads to local deformations of bars that are dangerous in terms of buckling if they are compressed when the structure is loaded.
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Misplaced props or supports
These include, for example, the supports of triangulated beams between two nodes, which can introduce damaging local moments.
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Uncontrolled storage
Bulk storage on the building site of frameworks waiting to be lifted is strictly forbidden, as it can lead to permanent deformation of the parts and untimely...
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Assembly errors
Standardization
- Produits laminés à chaud en aciers de construction non alliés. Conditions techniques de livraison. (= A 35-501). - [1] NF EN 10025 - 10-90
- Règles CM. Règles de calcul des constructions en acier. - [2] DTU P 22-701 - 12-66
- Règles de calcul des constructions en acier. Additif 1980. - [3] CTICM - 1981
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The Ultimate Scientific and Technical Reference