Scientific paper ID 1303 : 2016/2
CRITICAL PERIMETER OF PUNCHING IN END AND CORNER COLUMNS ACCORDING TO EUROCODE 2

Borislav Daalov

A comparison was conducted of the magnitude of the shear stresses in the critical perimeter at precise determination and using the approximate formula according to Eurocode 2. It is noted that it is a significant difference in the magnitude of the stresses, which is not in the direction of the security. A formulas are derived for the exact characteristics of critical perimeter at end and corner columns.


периметър на продънване крайна колона ъглова колона.critical perimeter end column corner column.Borislav Daalov

BIBLIOGRAPHY

[1] Daalov T., B. Daalov Rakovodstvo za proektirane na stomanobetonni konstruktsii po Evrokod 2, VSU „L. Karavelov”, Sofiya , 2010
( [1] Даалов Т., Б. Даалов Ръководство за проектиране на стоманобетонни конструкции по Еврокод 2, ВСУ „Л. Каравелов”, София , 2010 )

[2] EN 1992-1-1,2004 Evrokod 2: Proektirane na betonni i stomanobetonni konstruktsii: Obshti pravila i pravila za sgradi
( [2] EN 1992-1-1,2004 Еврокод 2: Проектиране на бетонни и стоманобетонни конструкции: Общи правила и правила за сгради )

[3] Normi za proektirane na betonni i stomanobetonni konstruktsii , Sofiya, KTSU , 1988g
( [3] Норми за проектиране на бетонни и стоманобетонни конструкции , София, КТСУ , 1988г )

[4] SNiP2.03.01.-84 Betonnyye i zhelezobetonnyye konstruktsii, 2003
( [4] СНиП2.03.01.-84 Бетонные и железобетонные конструкции, 2003 )

[5] ACI 318-11 Builging Code Requirements for Structural Concrete , 2011

[6] Bhatt P. Prestressed Concrete Design to Eurocodes, Spon Press, London, 2011

 

 

 

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