French Code For Structural Steelwork - CM 66.
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| Publication Date | 1974 |
| Page Count | 178 |
| Abstract | The object of the regulations is to codify the methods of calculation for the design of steel structures. The regulations emphasize the statistical nature of the safety factor in structures, a concept that was clearly defined in previous regulations. However, the latter sought to achieve the necessary degree of safety, either by the consideration of reduced permissible stresses or by allowing for increased loading (rule of supplementary checks). The current regulations, in agreement with the recommendations of the European Convention on Steel Construction, have opted clearly for the method of controlling the degree of safety as outlined in the rule of supplementary checks. They are typified by the introduction of safety factors applicable to loading systems, each system having a factor appropriate to the combination of hypothetical loads and imposed loads under consideration. Furthermore, very important new concepts have been introduced; in particular concerning stability during erection, joints using H.R. bolts, and the stability of thin elements. The application of these Regulations leads to a virtually uniform degree of safety for the various methods of loading and types of construction in the different parts of a structure. |
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| Source Agency |
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| NTIS Subject Category |
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| Corporate Authors | British Standards Institution, Hemel Hempstead (England). Technical Help to Exporters. |
| Supplemental Notes | Trans. of Societe de Diffusion des Techniques du Batiment et des Travaux Publics, Paris, 1974 170p. |
| Document Type | Technical Report |
| NTIS Issue Number | 197522 |
| Publication Date | 1974 |
| Page Count | 178 |
| Abstract | The object of the regulations is to codify the methods of calculation for the design of steel structures. The regulations emphasize the statistical nature of the safety factor in structures, a concept that was clearly defined in previous regulations. However, the latter sought to achieve the necessary degree of safety, either by the consideration of reduced permissible stresses or by allowing for increased loading (rule of supplementary checks). The current regulations, in agreement with the recommendations of the European Convention on Steel Construction, have opted clearly for the method of controlling the degree of safety as outlined in the rule of supplementary checks. They are typified by the introduction of safety factors applicable to loading systems, each system having a factor appropriate to the combination of hypothetical loads and imposed loads under consideration. Furthermore, very important new concepts have been introduced; in particular concerning stability during erection, joints using H.R. bolts, and the stability of thin elements. The application of these Regulations leads to a virtually uniform degree of safety for the various methods of loading and types of construction in the different parts of a structure. |
| Keywords |
|
| Source Agency |
|
| NTIS Subject Category |
|
| Corporate Authors | British Standards Institution, Hemel Hempstead (England). Technical Help to Exporters. |
| Supplemental Notes | Trans. of Societe de Diffusion des Techniques du Batiment et des Travaux Publics, Paris, 1974 170p. |
| Document Type | Technical Report |
| NTIS Issue Number | 197522 |
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