simdesign.rcmrf.bdim.eu_cdh.rebars

This module provides the rebars class implementation representing the detailing of structural members for the``eu_cdh`` design class in the BDIM layer.

class simdesign.rcmrf.bdim.eu_cdh.rebars.Rebars[source]

Bases: RebarsBase

Rebars implementation for design class eu_cdh.

This class extends RebarsBase by providing the detailing rules appropriate for the eu_cdh design class.

Variables:

  • concrete (Concrete) – Concrete material instance considered in design of beams and columns.

  • steel (Steel) – Steel material instance considered in design of beams and columns.

  • col_max_leg_dist (float) – Maximum distance between longitudinal bars within a column section that can be considered to be confined without the need to have an extra stirrup leg around them. The default value is set as the minimum of the two following clauses: - EC2-1-1 clause 9.5.3 (6): 150 mm for corner bars - EC8-1 clause 5.4.3.2.2 (11) b): 200 mm for interior bars

  • _data_path (Path | str) – Path to the json file containing rebar data.

See also

RebarsBase

Base class defining the core behaviour and configuration.

References

Comité Européen de Normalisation, CEN (2004). Eurocode 2: Design of Concrete Structures — Part 1-1: General Rules and Rules for Buildings. European Committee for Standardization, Brussels, Belgium.

Comité Européen de Normalisation, CEN (2004). Eurocode 8: Design of Structures for Earthquake Resistance — Part 1: General Rules, Seismic Actions and Rules for Buildings. European Committee for Standardization, Brussels, Belgium.

concrete: Concrete
steel: Steel
col_max_leg_dist: float = 0.15