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Att

AttElement


AttElementFrame

Elem

Karamba


Loads


Loads Assign


Modify

Solver

Verify

Steel Design CSAOver Write

Steel Design CSA 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_LTB 18=Unbraced_length_ratio_Lateral_Torsional_Buckling 19=Effective_length_factor_K_Major 20=Effective_length_factor_K_Minor 21=Effective_length_factor_K_LTB 22=Moment_coefficient_Omega1_Major 23=Moment_coefficient_Omega1_Minor 24=Bending_coefficient_Omega2 25=Nonsway_moment_factor_U1_Major 26=Nonsway_moment_factor_U1_Minor 27=Sway_moment_factor_U2_Major 28=Sway_moment_factor_U2_Minor 29=Parameter_for_compressive_resistance_n 30=Yield_stress_Fy 31=Expected_to_specified_Fy_ratio_Ry 32=Compressive_resistance_Cr 33=Tensile_resistance_Tr 34=Major_bending_resistance_Mr3 35=Minor_bending_resistance_Mr2 36=Major_shear_resistance_Vr2 37=Minor_shear_resistance_Vr3 38=Demand_capacity_ratio_limitr_Rd)	Integer
Value	V	Value	Number

Outputs

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