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Att

AttElement

AttElementFrame

Attributes

Elem

Karamba

Loads

Loads Assign


Modify

Solver

Verify

Concrete Design Eurocode2Over Write

Steel Design Eurocode2 OverWrite

Inputs

Name	ID	Description	Type
Element	E	Element	Generic Data
OverWrite	O	OverWrite (0=Framing_type 1=Live_load_reduction_factor 2=Unbraced_length_ratio_Major 3=Unbraced_length_ratio_Minor 4=Effective_length_factor_Beta_Major 5=Effective_length_factor_Beta_Minor 6=Moment_coefficient_Cm_Major 7=Moment_coefficient_Cm_Minor 8=Nonsway_moment_factor_Dns_Major 9=Nonsway_moment_factor_Dns_Minor 10=Sway_moment_factor_Ds_Major 11=Sway_moment_factor_Ds_Minor 12=Correction_factor_depending_on_axial_load_in_Nominal_Curvature_method_Kr_Major 13=Correction_factor_depending_on_axial_load_in_Nominal_Curvature_method_KPhi_Major 14=Shear_compressive_strut_angle_TanTheta 15=Factor_accounting_for_creep_in_Nominal_Curvature_method_Kr_Minor 16=Factor_accounting_for_creep_in_Nominal_Curvature_method_KPhi_Minor 17=Coefficient_depending_on_the_distribution_of_firstorder_moment_in_both_Nominal_Stiffness_and_Nominal_Curvature_methods_c_Major 18=Coefficient_depending_on_the_distribution_of_firstorder_moment_in_both_Nominal_Stiffness_and_Nominal_Curvature_methods_c_Minor 19=Factor_for_contribution_of_reinforcement_Ks_Major 20=Factor_for_contribution_of_reinforcement_Ks_Minor 21=Factor_for_effects_of_cracking_creep_etc_Kc_Major 22=Factor_for_effects_of_cracking_creep_etc_Kc_Minor 23=Effective_creep_coefficient_Phief)	Integer
Value	V	Value	Number

Outputs

Name	ID	Description	Type
Design OW	O	Concrete Design Eurocode2 OverWrite	Generic Data