####### Theory ####### SteelBridge is based on the AASHTO LRFD manual and the WSDOT Bridge Rating Manual. **************** Input **************** .. toctree:: :maxdepth: 1 Reference/INPUT/Defining_Members.rst Reference/INPUT/Finite_Element_Processor_Error_and_Warning_Messages.rst Reference/INPUT/Input_Local_Member_Orientation.rst **************** Shapes **************** .. toctree:: :maxdepth: 1 Reference/Shapes/Shape_Properties.rst Reference/Shapes/Computation_of_the_Negative_Area_Values.rst Reference/Shapes/Shape_Geometry_Nomenclature.rst **************** Members **************** .. toctree:: :maxdepth: 1 Reference/Members/Truss_Member_End_Releases.rst Reference/Members/Explanation_of_Member_of_Release_Codes.rst Reference/Members/Explanation_of_Auto_Connect_Switch.rst Reference/Members/Explanation_of_Start_and_End_Distances.rst Reference/Members/Bearing_Seats.rst .. **************** .. Load Generation .. **************** .. .. toctree:: .. :maxdepth: 2 .. Reference/Load_Generation/Load_Combination_Theory.rst .. Reference/Load_Generation/Load_Generation.rst .. Reference/Load_Generation/Data_Set_Collections_Envelopes.rst .. Reference/Load_Generation/Introduction_to_Load_Entry_Tables.rst .. Reference/Load_Generation/Points_of_Interest.rst .. Reference/Load_Generation/Live_Load_Multiple_Lane_Sequencing.rst .. Reference/Load_Generation/Load_Generation_Data_Sets.rst .. Reference/Load_Generation/Lane_Group_Positioning_Methods.rst .. Reference/Load_Generation/Multiple_Lane_Live_Load_Sequencing_Example.rst ******************************** LFR Capacity and Rating Theory ******************************** .. toctree:: :maxdepth: 1 Reference/Capacity_and_Rating_Theory/Theory_5_0_5_1/_SS_5_1_2_Compute_Capacities.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_1/_SS_5_2_1_1_Compactness_of_Type_A_1.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_1/_SS_5_2_1_1_Compactness_of_Type_A_2.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_1/_SS_5_2_1_3_Mu_for_Type_A.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_1/_SS_5_2_Cal__Capacity_for_Line_Member.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_1/_SS_5_2_1_3_1_1_Compute_Mr_for_Section_Type_A_unbraced_noncompact_section.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_1/_SS_5_2_1_3_1_Compute_Mu_for_Type_A_unbraced_noncompact_section.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_1/_SS_5_2_1_3_1_2_Compute_Rb_for_Section_Type_A_unbraced_noncampact_section.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_1/_SS_5_2_1_Negative_Moment_Capacity.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_4_1_Compute_Mu_for_unbraced_noncompact_section_Type_A.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_2_Compactness_of_Type_B_2.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_1_1_Compactness_of_Type_A_2_Unsymmetrical_Member_Check.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_Positive_Moment_Capacity.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_4_Mu_for_Type_A.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_2_Compactness_of_Type_B_1.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_3_1_Compute_Mp_Dcp_for_Type_C_B.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_3_Shear_capacity.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_4_1_2_Compute_Rb_for_Section_Type_A.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_5_2_Compute_Mu_for_Section_Type_C_w_non_compact_negative_moment.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_1_Compactness_of_Type_A_1.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_3_1_Compute_Mp_Dcp_for_Type_C.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_4_1_1_Compute_Mr_for_Type_A_unbraced_noncompact_section.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_1_Compactness_of_Type_A_2.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_5_1_Compute_Mu_for_Section_Type_C_w_compact_negative_moment.rst Reference/Capacity_and_Rating_Theory/Theory_5_2_2_5_2_3/_SS_5_2_2_5_Compute_Mu_for_Section_Type_C.rst Reference/Capacity_and_Rating_Theory/Theory_5_3/_SS_5_3_Compute_Capacity_of_Non_line_Member.rst Reference/Capacity_and_Rating_Theory/Theory_5_3/_SS_5_3_1_Compute_Strength_Ratio_for_Tension_Moment.rst Reference/Capacity_and_Rating_Theory/Theory_5_3/_SS_5_3_2_Compute_Mp_Fe_for_compression_members.rst Reference/Capacity_and_Rating_Theory/Theory_5_3/_SS_5_3_3_Compute_Mu_for_Box_Section.rst Reference/Capacity_and_Rating_Theory/Theory_5_3/_SS_5_3_4_Compute_Mu_for_Open_Section.rst Reference/Capacity_and_Rating_Theory/Theory_5_3/_SS_5_3_5_Compute_Strength_Ratio_for_Compression_Moment.rst Reference/Capacity_and_Rating_Theory/Theory_5_3/_SS_5_3_6_Check_local_Slenderness_Ratio_for_Compression_Members.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_0_Compute_Member_Rating.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_1_Compute_Line_Member_Rating.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_1_1_Compute_Moment_Rating_Factor_for_WSDOT_Inventory_Operating_Level.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_1_2_Compute_Shear_Rating_Factor_for_WSDOT_Inventory_Operating.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_3_Compute_Bearing_Rating.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_3_1_Compute_Column_Capacity.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_3_2_Compute_Bearing_on_Stiffener.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_3_3_Compute_Connection_to_Web.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_4_Compute_Hinge_Rating.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_4_1_Link_Plate_Tension.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_4_1_1_Compute_Ag_An.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_4_2_Link_Plate_Bearing.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_4_3_Top_Bottom_Pin_Bearing.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_4_4_Left_Right_Web_Plate_Bearing.rst Reference/Capacity_and_Rating_Theory/Theory_6_0_6_4/_SS_6_4_5_Pin_Shear_Double.rst