Base Plate with FE Mesh Refinements and Shelf Support Loads 
Characteristic Working Line of C30/37 L1.2/L0.9
Stress-Strain Diagram in Limit States SLS and ULS
Dialog Box Calculation Parameters
Maximum Distortion at Top
Specifying Tangent Modulus at Origin as Modulus of Elasticity
Saving Stress-Strain Diagram
Local Control of Load Increments
Base Plate with FE Mesh Refinements and Shelf Support Loads 
Characteristic Working Line of C30/37 L1.2/L0.9
Stress-Strain Diagram in Limit States SLS and ULS
Dialog Box Calculation Parameters
Maximum Distortion at Top
Specifying Tangent Modulus at Origin as Modulus of Elasticity
Saving Stress-Strain Diagram
Local Control of Load Increments
2024-05-30
008690
  • RFEM 5
  • RF-MAT NL 5
  • Concrete Structures
    • Process Manufacturing Plants
    • Power Plants
    • Buildings
    • Scaffolding and Rack Structures
    • Structural Analysis & Design
    • Nonlinear Analysis
    • Stress Analysis
    • Eurocode 2

Base Plate with FE Mesh Refinements and Shelf Support Loads 

Used in
  • Nonlinear Calculation of Floor Slab Made of Steel Fiber-Reinforced Concrete in Ultimate Limit State with RFEM
Share
2024-05-30
008691
  • RFEM 5
  • RF-MAT NL 5
  • Concrete Structures
    • Process Manufacturing Plants
    • Power Plants
    • Buildings
    • Scaffolding and Rack Structures
    • Structural Analysis & Design
    • Nonlinear Analysis
    • Stress Analysis
    • Eurocode 2
Characteristic Working Line of C30/37 L1.2/L0.9
Used in
  • Nonlinear Calculation of Floor Slab Made of Steel Fiber-Reinforced Concrete in Ultimate Limit State with RFEM
Share
2024-05-30
008692
  • RFEM 5
  • RF-MAT NL 5
  • Concrete Structures
    • Process Manufacturing Plants
    • Power Plants
    • Buildings
    • Scaffolding and Rack Structures
    • Structural Analysis & Design
    • Nonlinear Analysis
    • Stress Analysis
    • Eurocode 2
Stress-Strain Diagram in Limit States SLS and ULS
Used in
  • Nonlinear Calculation of Floor Slab Made of Steel Fiber-Reinforced Concrete in Ultimate Limit State with RFEM
Share
2024-05-30
008693
  • RFEM 5
  • RF-MAT NL 5
  • Concrete Structures
    • Process Manufacturing Plants
    • Power Plants
    • Buildings
    • Scaffolding and Rack Structures
    • Structural Analysis & Design
    • Nonlinear Analysis
    • Stress Analysis
    • Eurocode 2
Dialog Box Calculation Parameters
Used in
  • Nonlinear Calculation of Floor Slab Made of Steel Fiber-Reinforced Concrete in Ultimate Limit State with RFEM
Share
2024-05-30
008694
  • RFEM 5
  • RF-MAT NL 5
  • Concrete Structures
    • Process Manufacturing Plants
    • Power Plants
    • Buildings
    • Scaffolding and Rack Structures
    • Structural Analysis & Design
    • Nonlinear Analysis
    • Stress Analysis
    • Eurocode 2
Maximum Distortion at Top
Used in
  • Nonlinear Calculation of Floor Slab Made of Steel Fiber-Reinforced Concrete in Ultimate Limit State with RFEM
Share
2024-05-30
008695
  • RFEM 5
  • RF-MAT NL 5
  • Concrete Structures
    • Process Manufacturing Plants
    • Power Plants
    • Buildings
    • Scaffolding and Rack Structures
    • Structural Analysis & Design
    • Nonlinear Analysis
    • Stress Analysis
    • Eurocode 2
Specifying Tangent Modulus at Origin as Modulus of Elasticity
Used in
  • Nonlinear Calculation of Floor Slab Made of Steel Fiber-Reinforced Concrete in Ultimate Limit State with RFEM
Share
2024-05-30
008696
  • RFEM 5
  • RF-MAT NL 5
  • Concrete Structures
    • Process Manufacturing Plants
    • Power Plants
    • Buildings
    • Scaffolding and Rack Structures
    • Structural Analysis & Design
    • Nonlinear Analysis
    • Stress Analysis
    • Eurocode 2
Saving Stress-Strain Diagram
Used in
  • Nonlinear Calculation of Floor Slab Made of Steel Fiber-Reinforced Concrete in Ultimate Limit State with RFEM
Share
2024-05-30
008697
  • RFEM 5
  • RF-MAT NL 5
  • Concrete Structures
    • Process Manufacturing Plants
    • Power Plants
    • Buildings
    • Scaffolding and Rack Structures
    • Structural Analysis & Design
    • Nonlinear Analysis
    • Stress Analysis
    • Eurocode 2
Local Control of Load Increments
Used in
  • Nonlinear Calculation of Floor Slab Made of Steel Fiber-Reinforced Concrete in Ultimate Limit State with RFEM
Share