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Att

AttElement


AttElementFrame

Elem

Karamba


Loads


Loads Assign


Modify

Solver

Verify

Steel Design Eurocode3Over Write

Steel Design Eurocode OverWrite

Inputs

Name	ID	Description	Type
Element	E	Element	Generic Data
OverWrite	O	OverWrite (0=Framing_type 1=Consider_deflection 2=Deflection_check_type 3=DL_deflection_limit 4=SDL_LL_deflection_limit 5=LL_deflection_limit 6=Total_load_deflection_limit 7=Total_camber_limit 8=DL_deflection_limit_absolute 9=SDL_LL_deflection_limit_absolute 10=LL_deflection_limit_absolute 11=Total_load_deflection_limit_absolute 12=Total_camber_limit_absolute 13=Specified_camber 14=Net_area_to_total_area_ratio 15=Live_load_reduction_factor 16=Unbraced_length_ratio_Major 17=Unbraced_length_ratio_Minor 18=Effective_length_factor_K2_Major 19=Effective_length_factor_K2_Minor 20=Moment_coefficient_kyy_Major 21=Moment_coefficient_kzz_Minor 22=Bending_coefficient_C1 23=Moment_coefficient_kzy 24=Moment_coefficient_kyz 25=Yield_stress_Fy 26=Compressive_capacity_NcRd 27=Tensile_capacity_NtRd 28=Major_bending_capacity_Mc3Rd 29=Minor_bending_capacity_Mc2Rd 30=Buckling_resistance_moment_MbRd 31=Major_shear_capacity_V2Rd 32=Minor_shear_capacity_V3RD 33=Demandcapacity_ratio_limit 34=Section_class 35=Column_buckling_curve_yy 36=Column_buckling_curve_zz 37=Buckling_curve_for_LTB 38=System_overstrength_factor_Omega 39=Is_rolled_section 40=Unbraced_length_ratio_LTB 41=Effective_length_factor_braced_K1_Major 42=Effective_length_factor_braced_K1_Minor 43=Effective_length_factor_K_LTB 44=Material_overstrength_factor_GammaOV 45=Warping_constant_Iw 46=Elastic_torsional_buckling_force_Ncr_T 47=Elastic_torsional_flexural_buckling_force_Ncr_TF)	Integer
Value	V	Value	Number

Outputs

Name	ID	Description	Type
Steel Design OW	O	Steel Design Eurocode OverWrite	Generic Data