CECS51-1993 PDF English
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| CECS 51-1993 | English | 1599 | Add to Cart | 7 days [Need to translate] | SPECIFICATION FOR DESIGN OF REINFORCED CONCRETE CONTINUOUS BEAMS AND FRAMES CONSIDERING REDISTRIBUTION OF INTERNAL FORCES |
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Basic data
| Standard ID | CECS 51-1993 (CECS51-1993) |
| Description (Translated English) | SPECIFICATION FOR DESIGN OF REINFORCED CONCRETE CONTINUOUS BEAMS AND FRAMES CONSIDERING REDISTRIBUTION OF INTERNAL FORCES |
| Sector / Industry | Construction Industry Standard |
| Classification of Chinese Standard | P25 |
| Word Count Estimation | 50,565 |
| Date of Issue | 9/11/1993 |
| Date of Implementation | 9/11/1993 |
| Summary | This standard applies to continuous reinforced concrete beams, plates and continuous unidirectional design seismic intensity 6 degrees and 6 degrees below the general industrial and civil buildings of reinforced concrete frame. Among them, the framework should not be more than eight layers layer height should not exceed 35m; in the frame - shear wall structure of the framework may be appropriate to increase the number of layers and height. This standard does not apply to the following: direct withstand dynamic loads in industrial and civil construction; lightweight concrete structures and other special concrete structures; structural erosion of the serious effects of gas or liquid; prestressed concrete structures and secondary load of Composite Structure. |