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RAM | STAAD | ADINA Wiki STAAD.Pro Modeling Solutions
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            • -STAAD.Pro Modeling Solutions
              • **ERROR** SECTION PROPERTIES NOT ENTERED FOR MEMBER
              • **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES
              • A warning message while running the Eurocode Load Combination Generator appears
              • Accounting for Accidental torsion and it’s amplification as per IBC (ASCE )
              • Apply loads on wall of silo
              • Applying an inclined load at a node
              • Applying concentrated loads on a plate element
              • Applying control/dependent specification in non global directions
              • Applying line Load on plates
              • Applying wind loading on plates
              • Assigning Offsets to Plate Elements
              • Assigning Properties, Specification, and Design Parameters using Beam Groups
              • Avoiding Stress Concentrations
              • Backup section database after updating the STAAD.Pro CE
              • Box Culvert Modeling in STAAD.Pro
              • Braces Carry Lateral Loads Only
              • Can I analyze and design a hollow core slab using STAAD.Pro?
              • Can I model retaining wall in STAAD.Pro ?
              • Can STAAD.Pro be used in designing a mat foundation?
              • Cannot edit models created in the Physical modeler using the Analytical modeler
              • Challenges involved in modeling with surface elements in STAAD.Pro
              • Change Model Units in an Existing Model
              • Change Units After Entering Loading Functions
              • Changing the Orientation of Beams and Plates
              • Changing units in the Section Wizard
              • Check Beam Connectivity Using the "Highlight Intersecting Beams" Tool
              • Code selection for Wind Load generation is grayed out
              • Compression force developed in tension members
              • Concept of member offset in STAAD.Pro
              • Connectivity issues
              • Consider moving load not applied over a beam
              • Control\Dependent Command to Define a Rigid Diaphragm
              • Cracked section properties when modeling with concrete
              • Create section by specifying Profile Points
              • Creating a custom section in the User Provided Table (UPT)
              • Define the Orientation of the Local Axis
              • Defining temperature load in STAAD.Pro
              • Defining Time history ground accelerations in orthogonal directions
              • Difference Between a Load Combination and a Repeat Load
              • Difference Between ELASTIC MAT and PLATE MAT
              • Difference between FIXED and ENFORCED support
              • Difference between Plate, Shell and Surface Elements
              • Difference between Y and Y-ONLY type foundation support
              • Different member release for different load cases
              • Distributing the wheel loads to the members of the deck
              • Duplicated Nodes Warning
              • Elastic Foundation Error 0550
              • Eliminate Floor Load Warning
              • Error - Member/Element cannot be a member of more than 10 groups
              • ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION
              • ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING
              • ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER
              • ERROR-TOTAL JOINT/ELEMENT LIMITS EXCEEDED WHILE CREATING SURFACE
              • Eurocode Load Combination Generator creates some unrealistic load combinations
              • Find out critical reaction for a moving load
              • Fire Proofing Specification in STAAD
              • Floor Load warning in the Output File
              • Floor weight consideration for rigid diaphragm
              • Generating Load Combinations by using Eurocode
              • How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?
              • How can I change / modify unit system?
              • How can I convert surface elements to plate elements
              • How can I define a steel section encased in concrete or a steel section with a concrete core in STAAD.Pro ?
              • How can I find out the CG of my structure
              • How can I model solid rods in STAAD.Pro
              • How Do I Assign WT Sections to Members In My Model
              • How do I check the integrity of my model from within the Physical Modeler workflow?
              • How do I generate plate mesh while facing the situation stated below
              • How do I merge Two STAAD.Pro models?
              • How do I model a slab having two different thicknesses such that their top faces are aligned?
              • How to account for joists in stiffness analysis in STAAD.Pro ?
              • How to add a new section database to STAAD.Pro
              • How to add a new section in STAAD.Pro ?
              • How to Add Specification to Selected Member Profile
              • How to apply horizontal moving loads
              • How to apply wind load ?
              • How to assign properties to solids?
              • How to change default Section database as per User's need?
              • How to change input units in STAAD.Pro CONNECT Edition ?
              • How to change the local axis orientation X and Y for plates?
              • How to check modelling error in Structure
              • How to combine Moving Load with other existing Loads
              • How to convert a "SET Z UP" model into a "SET Y UP" model
              • How to convert a LOAD COMBINATION to a REPEAT LOAD
              • How to copy automatic load combination tables across machines
              • How to define a cable section
              • How to determine the local Axes in created ‘InFill’ plates
              • How to enter section properties for a non-standard or built-up shape as a User Table of type "General".
              • How to find the coordinates of two intersecting members
              • How to find total weight of plates
              • How to generate a solid mesh using a plate mesh
              • How to generate floor loading on an inclined floor/roof ?
              • How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?
              • How to Merge Properties
              • How to model corrugated steel plates in STAAD.Pro
              • How to model Pile cap attached to batter and vertical piles in STAAD.Pro
              • How to move a node or group of nodes by a certain distance.
              • How to quickly model Intze Tank in STAAD.Pro
              • How to scale down supports ?
              • How to specify different values of stiffness for compression and tension at the same support
              • How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination
              • How to use Mass model Generator
              • How to use the SET FLOOR ANGLE TOLERANCE command to help achieve correct floor load generation.
              • How To Use the SET FLOOR LOAD TOLERANCE Command to Ensure Proper Floor Load Generation
              • How to use the tools under the Select tab to more efficiently highlight the entities in your model
              • How to view the generated moving loads
              • I am trying to model a beam connecting to the flange of a column
              • I Have a Model Containing Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?
              • I have defined a rigid floor diaphragm in STAAD.Pro and the axial forces in all the beams are coming out as zero
              • Identifying face numbers for Solid Elements
              • Ignore the Stiffness of Certain Members
              • INACTIVE MEMBER Command
              • Is a spring in compression or tension?
              • Is it possible to delete a rule created in error from "Edit Load Rules for Auto Load Combination Generation dialog" ?
              • IZ of prismatic section is missing for a Plane structure
              • Joint Coordinates being modified when model is moved
              • Length to thickness ratio of individual plate element
              • Limitation on Number of Plates
              • Limitations of the curved beams in STAAD.Pro
              • Load determination from displacement value
              • Load Path Consideration in STAAD.Pro
              • Loads are not displayed in the STAAD.Pro graphical user interface
              • Machine Foundation Analysis
              • Magnifying or Scaling down a model
              • Make Tool Tips Visible
              • Mass used to calculate the center of mass of the diaphragm
              • Member releases in an excel sheet
              • Member Tension And Combination Load Cases
              • Member, Plate and Solid - which one to use?
              • Mesh generation error while adding an opening in the Parametric Models
              • Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition
              • Model Flat slab-drop cap in STAAD.Pro
              • Modeling a base plate on a concrete pedestal
              • Modeling a cylindrical structure with Hydrostatic Loads
              • Modeling a member with varying cross section
              • Modeling and orthotropic plate
              • Modeling base plate with anchors in STAAD.Pro
              • Modeling friction support in STAAD.Pro
              • Modeling intersection of two cylinders in STAAD.Pro
              • Modeling shear walls using plates
              • Modeling sheet pile in STAAD.Pro
              • Modeling slab on top of beams in STAAD.Pro
              • Modifying a Wind Load definition in the GUI
              • Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section
              • Moving load generation for a wide truck
              • Moving load on curved beam
              • Moving Loads on Plates
              • Multi Linear Spring Support
              • Multiple support conditions within same analysis model
              • No tube sections within American Steel database
              • Not able to copy a member or node or do a translational repeat
              • Not able to see certain entities in my model
              • Note indicating floor diaphragm is to be defined before wind definition
              • Optimum Plate mesh
              • Partial Moment Releases
              • Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm
              • Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE
              • POISSON'S RATIO HAS NOT BEEN SPECIFIED
              • PRESTRESS vs POSTSTRESS member load in STAAD.Pro
              • Prismatic and General Section
              • Quickly find Total Number of Nodes & Beams in a Model
              • Reference Load Case
              • Reference Loads An Introduction
              • Repeat load within a Repeat load case
              • Reported Warnings in applied Uniformly Distributed Member Load
              • Response spectrum loading generated as per ASCE
              • Rock Anchors and Post Tensioning
              • Seasonal Temperature loading
              • Section properties reported by the Section Wizard do not match with hand calculations
              • Section Wizard Tutorial
              • Seismic Analysis - Specifying seismic weights through Reference load cases
              • Setting Display units for load values in STAAD
              • Should I use a single plate or a mesh of plates for modeling slabs in STAAD.Pro
              • Some aspects to consider when analyzing mat foundations
              • Splitting Continuous Beams
              • St. Venant's Torsional Constant
              • STAAD commands are written in an extensive list in the input file
              • STAAD.pro Create Material Macro
              • STAAD.Pro Section database appears to be corrupted or greyed out
              • STAAD.Pro Wall Analysis For Dams [TN]
              • Steel Sections are missing
              • Story drift check in STAAD.Pro as per ASCE7
              • Temperature Load and Alpha Value for Mean Temperature
              • Temperature load on plate element
              • Tension/Compression Only Spring Support
              • The meaning of Ct value for the W shape
              • Timber material is missing
              • Transfer load from slab to beam without modelling the slab
              • Transfer user modified Section Database files to other system
              • Turning off Labels
              • Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler
              • Unit for Temperature Loading
              • Use of FLOOR LOAD vs ELEMENT LOAD
              • Use of larger numbers in joint coordinates in STAAD.Pro models
              • User Defined Grid System
              • Using the Open Structure option
              • Viewing Individual Floors
              • WARNING - UNEXPECTED COMMAND IN LOAD DATA
              • WARNING IN UNIFORM MEMBER LOAD. ITEM "f3" NOT PROVIDED FOR MEMBER
              • WARNING, 1 or more joints are in multiple SUPPORT commands
              • Warning, Entity # Has Already Had A Material Assigned. The Last Assigned Material Will Be Used In The Analysis
              • WARNING-NO MEMBERS IN SPECIFIED VERTICAL RANGE - in STAAD.Pro moving load generation
              • What are Inclined Supports and how do I use them?
              • What is a Fixed End Member Load?
              • What is member release in STAAD.Pro?
              • When I try to analyze my model it terminates with the error "invalid sparse matrix creation"
              • When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?
              • Why Am I Unable to Edit the Design Code in My Wind Load Definition?
              • Wind load applied to member groups in STAAD
              • Wind load calculation process in STAAD
              • Wind load on inclined member
              • Wind load on Truss member
              • “WARNING- TD or TB IS ZERO IN USER TABLE …”
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    STAAD.Pro Modeling Solutions

       
      Applies To 
       
      Product(s): STAAD.Pro
      Version(s): All
      Environment:  N/A
      Area:  Analytical Modeler
      Subarea:  Modeling Solutions
      Original Author: Bentley Technical Support Group
       

    This page contains Wikis related to Modeling in STAAD.Pro Analytical Modeling workflow. Wikis in this page are grouped based on the pages which are shown in the Analytical Modeler:

    Geometry

    1. Modeling a Retaining Wall
    2. Connectivity Issues
    3. Difference Between Plate, Shell, and Surface Elements
    4. Total Joint/Element Limits Exceeded
    5. Modeling Corrugated Steel Plates
    6. Joint Coordinates Modified when Model Moved
    7. Model Shear Walls Using Plates
    8. Cannot Copy a Member, Node or do Transitional Repeat
    9. Modeling base plate with anchors in STAAD.Pro
    10. Identifying face numbers for Solid Elements
    11. How to check modelling error in Structure
    12. Can I analyze and design a hollow core slab using STAAD.Pro?
    13. How to change input units in STAAD.Pro CONNECT Edition ?
    14. Challenges involved in modeling with surface elements in STAAD.Pro
    15. Mesh generation error while adding an opening in the Parametric Models
    16. Box Culvert Modeling in STAAD.Pro
    17. Limitations of the curved beams in STAAD.Pro
    18. Magnifying or Scaling down a model
    19. STAAD.Pro Wall Analysis For Dams [TN]
    20. How to model Pile cap attached to batter and vertical piles in STAAD.Pro
    21. Plate Error - BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE
    22. Avoiding Stress Concentrations
    23. Change Model Units in an Existing Model
    24. Check Beam Connectivity Using the "Highlight Intersecting Beams" Tool
    25. Duplicated Nodes Warning
    26. Error - Member/Element cannot be a member of more than 10 groups
    27. How do I merge Two STAAD.Pro models?
    28. Modeling sheet pile in STAAD.Pro
    29. Plate Diaphragm - Flexible Diaphragm or Rigid Diaphragm
    30. Splitting Continuous Beams
    31. User Defined Grid System
    32. Machine Foundation Analysis
    33. Model Flat slab-drop cap in STAAD.Pro
    34. How to find the coordinates of two intersecting members
    35. How can I change / modify unit system?
    36. Use of larger numbers in joint coordinates in STAAD.Pro models
    37. How do I generate plate mesh while facing the situation stated below
    38. How to move a node or group of nodes by a certain distance.
    39. How can I convert surface elements to plate elements
    40. How do I model a slab having two different thicknesses such that their top faces are aligned?
    41. How to generate a solid mesh using a plate mesh
    42. Member, Plate and Solid - which one to use?
    43. Modeling intersection of two cylinders in STAAD.Pro
    44. Optimum Plate mesh
    45. Modeling a base plate on a concrete pedestal
    46. Can STAAD.Pro be used in designing a mat foundation?
    47. Length to thickness ratio of individual plate element

    Properties

    1. Section Properties not Entered for Member
    2. Steel Section Encased in Concrete or with Concrete Core
    3. Modify Section Database
    4. New Section Database
    5. “WARNING- TD or TB IS ZERO IN USER TABLE …”
    6. How to Merge Properties
    7. Creating a custom section in the User Provided Table (UPT)
    8. How Do I Assign WT Sections to Members In My Model
    9. Section Wizard Tutorial
    10. How to account for joists in stiffness analysis in STAAD.Pro?
    11. How to enter section properties for a non-standard or built-up shape as a User Table of type "General"
    12. The meaning of Ct value for the W shape
    13. Define the Orientation of the Local Axis
    14. IZ of prismatic section is missing for a Plane structure
    15. How to Add Specification to Selected Member Profile
    16. Steel Sections are missing
    17. STAAD.Pro Section database appears to be corrupted or greyed out
    18. How can I access sections from older AISC section databases in the STAAD.Pro CONNECT Edition?
    19. How to change default Section database as per User's need?
    20. Migrating existing custom Steel section databases to the STAAD.Pro CONNECT Edition
    21. Prismatic and General Section
    22. Backup section database after updating the STAAD.Pro CE
    23. Transfer user modified Section Database files to other system
    24. Section properties reported by the Section Wizard do not match with hand calculations
    25. Changing units in the Section Wizard
    26. St. Venant's Torsional Constant
    27. Create Section by Specifying Profile Points
    28. Model Solid Rods
    29. How to assign properties to solids?

    Materials

    1. Create Material Macro
    2. ERROR***MATERIAL GROUP AND EXPLICIT CONSTANT SPECIFICATION CANNOT BE USED TOGETHER
    3. POISSON'S RATIO HAS NOT BEEN SPECIFIED
    4. Timber material is missing
    5. Modeling and orthotropic plate

    Specifications

    1. Beam and Plate Orientation
    2. Compression Force in Tension Members
    3. Define Cable Section
    4. Model Slab on Top of Beams
    5. Different member release for different load cases
    6. What is member release in STAAD.Pro?
    7. Partial Moment Releases
    8. Concept of member offset in STAAD.Pro
    9. Fire Proofing Specification in STAAD
    10. HOW TO DEFINE MULTIPLE RIGID DIAPHRAGM AT SAME Y LEVEL
    11. I am trying to model a beam connecting to the flange of a column
    12. Assigning Offsets to Plate Elements
    13. Braces Carry Lateral Loads Only
    14. Member releases in an excel sheet
    15. Ignore the Stiffness of Certain Members
    16. INACTIVE MEMBER Command
    17. Control\Dependent Command to Define a Rigid Diaphragm
    18. When two nodes are connected via the control/dependent specification, how can the forces and moments transferred by that connection be directly read?
    19. When I try to analyze my model it terminates with the error "invalid sparse matrix creation"
    20. ERROR NO REFERENCE LOAD CASE OF TYPE MASS/GRIVITY/DEAD/LIVE IS DEFINED FOR MASS MODELING
    21. Mass used to calculate the center of mass of the diaphragm
    22. Floor weight consideration for rigid diaphragm
    23. ERROR ACCIDENTAL LOAD SHOULD NOT BE DEFINED IN SEISMIC DEFINITION
    24. Moments of inertia Iz and Iy do not match the values in the AISC steel publication for the angle section
    25. Cracked section properties when modeling with concrete
    26. Applying control/dependent specification in non global directions
    27. Changing the Orientation of Beams and Plates
    28. How to change the local axis orientation X and Y for plates?

    Supports

    1. Fixed and Enforced Support
    2. Scale Down Supports
    3. Specify Values of Stiffness for Compression and Tension at a Support
    4. Multiple Support Conditions in Same Model
    5. Aspects to Consider Analyzing Mat Foundations
    6. Multi Linear Spring Support
    7. What are Inclined Supports and how do I use them?
    8. Tension/Compression Only Spring Support
    9. Difference between Y and Y-ONLY type foundation support
    10. My Model Contains Compression Only Soil Springs In Which The Wind Loads Are Producing Very Large Displacements. How Do I Resolve This?
    11. Difference Between ELASTIC MAT and PLATE MAT
    12. Elastic Foundation Error 0550
    13. Is a spring in compression or tension?

    Loading

    1. Applying Line Loads on Plates
    2. Applying concentrated loads on a plate element
    3. Defining Temperature Load
    4. Distributing Wheel Loads
    5. Total Weight of Plates
    6. Edit Load Rules for Auto Load Combination Generation
    7. Load Path Consideration
    8. Specify Seismic Weights Through Reference Load Cases
    9. How to convert a LOAD COMBINATION to a REPEAT LOAD
    10. How to use loads of the same loading type in mutually exclusive combinations when using automatic load combination

    11. Loads are not displayed in the STAAD.Pro graphical user interface

    12. How to use Mass model Generator
    13. How to generate floor loading on an inclined floor/roof ?
    14. A warning message while running the Eurocode Load Combination Generator appears
    15. Eurocode Load Combination Generator creates some unrealistic load combinations
    16. Setting Display units for load values in STAAD
    17. Modifying a Wind Load definition in the GUI
    18. Reference Loads An Introduction
    19. Change Units After Entering Loading Functions
    20. PRESTRESS vs POSTSTRESS member load in STAAD.Pro
    21. Rock Anchors and Post Tensioning
    22. Member Tension And Combination Load Cases
    23. What is a Fixed End Member Load?
    24. Reported Warnings in applied Uniformly Distributed Member Load
    25. Difference Between a Load Combination and a Repeat Load
    26. Eliminate Floor Load Warning
    27. Reference Load Case
    28. Seasonal Temperature loading
    29. Temperature Load and Alpha Value for Mean Temperature
    30. Temperature load on plate element
    31. WARNING - UNEXPECTED COMMAND IN LOAD DATA
    32. Why Am I Unable to Edit the Design Code in My Wind Load Definition?
    33. Load determination from displacement value
    34. Transfer load from slab to beam without modelling the slab
    35. Repeat load within a Repeat load case
    36. Apply loads on wall of silo
    37. Use of FLOOR LOAD vs ELEMENT LOAD
    38. Moving load on curved beam
    39. Wind load calculation process in STAAD
    40. Moving load generation for a wide truck
    41. Consider moving load not applied over a beam
    42. Wind load on Truss member
    43. Find out critical reaction for a moving load
    44. How to combine Moving Load with other existing Loads
    45. Wind load applied to member groups in STAAD
    46. Note indicating floor diaphragm is to be defined before wind definition
    47. Generating Load Combinations by using Eurocode
    48. Code selection for Wind Load generation is grayed out
    49. WARNING-NO MEMBERS IN SPECIFIED VERTICAL RANGE - in STAAD.Pro moving load generation
    50. Unit for Temperature Loading
    51. **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES

    Other

    1. Center of Gravity
    2. Convert "SET Z UP" to "SET Y UP"
    3. How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ?
    4. Cannot edit models created in the Physical modeler using the Analytical modeler
    5. How to determine the local Axes in created ‘InFill’ plates
    6. Not able to see certain entities in my model
    7. Turning off Labels
    8. Turning off numbers from some specific nodes/members/plates/solids in the Analytical Modeler
    9. STAAD commands are written in an extensive list in the input file
    10. Assigning Properties, Specification, and Design Parameters using Beam Groups
    11. Limitation on Number of Plates
    12. Make Tool Tips Visible
    13. Quickly find Total Number of Nodes & Beams in a Model
    14. Viewing Individual Floors

    See also:

    STAAD.Pro Analysis Solutions

    STAAD.Pro Design Solutions

    • connectivity
    • Temperature
    • orientation
    • Line Loads
    • transitional repeat
    • corrugated
    • rods
    • model moved
    • STAAD.Pro
    • Reference Load Cases
    • Surface
    • cable
    • Total Weight
    • Mat Foundations
    • Enforced
    • Gusset Connection
    • element limits
    • multiple support conditions
    • retaining wall
    • Modeling
    • Set Z Up
    • section database
    • center of gravity
    • Create Material
    • temperature load
    • wheel
    • fire proofing
    • SET Y UP
    • scale down supports
    • shell
    • Fixed
    • Disjointed
    • plate
    • joint limits
    • core
    • Section Properties
    • compression
    • Encased
    • load path
    • Shear Wall
    • Share
    • History
    • More
    • Cancel
    • Sye Created by Bentley Colleague Sye
    • When: Sat, Feb 28 2015 4:58 AM
    • Abhisek M Last revision by Bentley Colleague Abhisek M
    • When: Thu, Jul 27 2023 4:39 AM
    • Revisions: 189
    • Comments: 0
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