Steel Fiber-Reinforced Concrete Slab
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Defining Integration Method for Surface Thickness
Grid Node Point 28 on Steel Fiber-Reinforced Concrete Slab
Calculation Results of Steel Fiber-Reinforced Concrete Slab
Characteristic Working Line of C30/37 L1.2/L0.9
Steel Fiber-Reinforced Concrete Slab
Defining Integration Method for Surface Thickness
Grid Node Point 28 on Steel Fiber-Reinforced Concrete Slab
Calculation Results of Steel Fiber-Reinforced Concrete Slab
Characteristic Working Line of C30/37 L1.2/L0.9
2024-05-30
041372
  • RFEM 6

Steel Fiber-Reinforced Concrete Slab

Used in
  • Influence of Various Integration Methods on Calculation of Steel Fiber-Reinforced Concrete Slab
3D Model
More About 3D Model
  • Example of Steel Fiber-Reinforced Concrete Slab
Specifications
Number of Nodes 4
Number of Lines 4
Number of Members 0
Number of Surfaces 1
Number of Solids 0
Number of Load Cases 1
Number of Load Combinations 4
Number of Result Combinations 0
Total Weight 7.500 tons
Dimensions (Metric) 5,000 x 0,000 x 2,000 m
Dimensions (Imperial) 16.4 x 0 x 6.56 feet
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2024-05-30
041174
  • RFEM 6
Defining Integration Method for Surface Thickness
Used in
  • Influence of Various Integration Methods on Calculation of Steel Fiber-Reinforced Concrete Slab
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2024-05-30
041396
  • RFEM 6
Grid Node Point 28 on Steel Fiber-Reinforced Concrete Slab
Used in
  • Influence of Various Integration Methods on Calculation of Steel Fiber-Reinforced Concrete Slab
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2024-05-30
041394
  • RFEM 6
Calculation Results of Steel Fiber-Reinforced Concrete Slab
Used in
  • Influence of Various Integration Methods on Calculation of Steel Fiber-Reinforced Concrete Slab
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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
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