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Att

AttElement


AttElementFrame

Elem

Karamba


Loads


Loads Assign


Modify

Solver

Verify

Steel Design AISC360Over Write

Steel Design AISC360 OverWrite

Inputs

Name	ID	Description	Type
Element	E	Element	Generic Data
OverWrite	O	OverWrite (0=Framing_type 1=Omega0 2=Consider_deflection 3=Deflection_check_type 4=DL_deflection_limit 5=SDL_LL_deflection_limit 6=LL_deflection_limit 7=Total_load_deflection_limit 8=Total_camber_limit 9=DL_deflection_limit_absolute 10=SDL_LL_deflection_limit_absolute 11=LL_deflection_limit_absolute 12=Total_load_deflection_limit_absolute 13=Total_camber_limit_absolute 14=Specified_camber 15=Net_area_to_total_area_ratio 16=Live_load_reduction_factor 17=Unbraced_length_ratio_Major 18=Unbraced_length_ratio_Minor_LTB 19=Unbraced_length_ratio_Lateral_Torsional_Buckling 20=Effective_length_factor_K1_Major 21=Effective_length_factor_K1_Minor 22=Effective_length_factor_K2_Major 23=Effective_length_factor_K2_Minor 24=Effective_length_factor_K_LTB 25=Moment_coefficient_Cm_Major 26=Moment_coefficient_Cm_Minor 27=Bending_coefficient_Cb 28=Nonsway_moment_factor_B1_Major 29=Nonsway_moment_factor_B1_Minor 30=Sway_moment_factor_B2_Major 31=Sway_moment_factor_B2_Minor 32=Reduce_HSS_thickness 33=HSS_welding_type 34=Yield_stress_Fy 35=Expected_to_specified_Fy_ratio_Ry 36=Compressive_capacity_Pnc 37=Tensile_capacity_Pnt 38=Major_bending_capacity_Mn3 39=Minor_bending_capacity_Mn2 40=Major_shear_capacity_Vn2 41=Minor_shear_capacity_Vn3 42=Demand_capacity_ratio_limit)	Integer
Value	V	Value	Number

Outputs

Name	ID	Description	Type
Steel Design OW	O	Steel Design AISC360 OverWrite	Generic Data