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CECS51-1993 PDF English

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CECS51-1993: SPECIFICATION FOR DESIGN OF REINFORCED CONCRETE CONTINUOUS BEAMS AND FRAMES CONSIDERING REDISTRIBUTION OF INTERNAL FORCES
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Std IDVersionUSDBuyDeliver [PDF] inTitle (Description)
CECS 51-1993English1599 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.

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