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Eurocode 2 ULS design of circular (or tubular) reinforced concrete cross-section for bending and axial force

Description:
ULS design of circular or tubular reinforced concrete cross-section for bending and axial force (the maximum moment resistance MRd is calculated for the given axial force and reinforcement layout, or the complete M-N interaction diagram is determined)
According to:
EN 1992-1-1:2004+AC2:2010 Section 6.1
Supported National Annexes:
Nationally Defined Parameters (NDPs) automatically filled for supported countries
All Calculations
Input
MPa
e.g. 30 MPa for concrete class C30/37. For a list of concrete classes see Table of Concrete Design Properties
MPa
The elastic-perfectly plastic model (no hardening) is permitted in EN1992-1-1 §3.2.7(2) with unlimited strain. A strain limit of 75‰ is consider in this calculation for numerical reasons. Alternatively stress-strain laws with hardening and limited strains may be considered according to the ductility classes A, B or C specified in EN1992-1-1 Annex C.
‰
m
m
Enter 0 for solid circular cross-sections
mm
m
This layer can be the internal surface reinforcement for hollow tubular cross-sections or a second reinforcement layer for solid circular cross-sections. Enter 0 to disable the internal reinforcement layer.
mm
m
The distance is measured from the external concrete surface even for the internal reinforcement layer
kN
The design value of the axial force for which the maximum bending moment resistance of the cross-section will be calculated
Circular or tubular concrete cross-section
Circular or tubular concrete cross-section
Nationally Defined Parameters
According to EN1992-1-1 §3.1.6(1)P and the National Annex.
According to EN1992-1-1 §2.4.2.4 and the National Annex.
According to EN1992-1-1 §2.4.2.4 and the National Annex.
According to EN1992-1-1 §3.2.7(2) and the National Annex.
Note: Always verify the validity of the Nationally Defined Parameters. Please inform us of any discrepancy using our Contact Form