Structural System
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Loads
Distribution of Bending Moment My for Load Combination CO1 = LC1 + LC2
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  • 3D Viewer | Babylon
  • Virtual Reality
Rotational Spring in Window 1.7
Factor αcr,op Determined by RF-STEEL EC3
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  • 3D Viewer | Babylon
  • Virtual Reality
Design in RF-STEEL EC3
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  • 3D Viewer | Babylon
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My in Beam (Above) and Critical Buckling Load Factor in RF-STABILITY (Below)
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
Structural System
Loads
Distribution of Bending Moment My for Load Combination CO1 = LC1 + LC2
Rotational Spring in Window 1.7
Factor αcr,op Determined by RF-STEEL EC3
Design in RF-STEEL EC3
My in Beam (Above) and Critical Buckling Load Factor in RF-STABILITY (Below)
2024-05-30
009244
  • RFEM 5
  • RF-STEEL EC3 5
  • RF-STABILITY 5
    • Steel Structures
    • Stability Analysis
    • Eurocode 3

Structural System

Used in
  • Lateral Torsional Buckling of Principal Beam with I-Section According to EN 1993-1-1
3D Model
More About 3D Model
  • Member Warping Torsion
Specifications
Number of Nodes 8
Number of Lines 4
Number of Members 4
Number of Surfaces 0
Number of Solids 0
Number of Load Cases 2
Number of Load Combinations 6
Number of Result Combinations 0
Total Weight 2.429 tons
Dimensions (Metric) 7,200 x 0,000 x 4,000 m
Dimensions (Imperial) 23.62 x 0 x 13.12 feet
Share
2024-05-30
009245
  • RFEM 5
  • RF-STEEL EC3 5
  • RF-STABILITY 5
    • Steel Structures
    • Stability Analysis
    • Eurocode 3
Loads
Used in
  • Lateral Torsional Buckling of Principal Beam with I-Section According to EN 1993-1-1
Share
2024-05-30
009246
  • RFEM 5
  • RF-STEEL EC3 5
  • RF-STABILITY 5
    • Steel Structures
    • Stability Analysis
    • Eurocode 3
Distribution of Bending Moment My for Load Combination CO1 = LC1 + LC2
Used in
  • Lateral Torsional Buckling of Principal Beam with I-Section According to EN 1993-1-1
3D Model
More About 3D Model
  • Member Warping Torsion
Specifications
Number of Nodes 8
Number of Lines 4
Number of Members 4
Number of Surfaces 0
Number of Solids 0
Number of Load Cases 2
Number of Load Combinations 6
Number of Result Combinations 0
Total Weight 2.429 tons
Dimensions (Metric) 7,200 x 0,000 x 4,000 m
Dimensions (Imperial) 23.62 x 0 x 13.12 feet
Share
2024-05-30
009247
  • RFEM 5
  • RF-STEEL EC3 5
  • RF-STABILITY 5
    • Steel Structures
    • Stability Analysis
    • Eurocode 3
Rotational Spring in Window 1.7
Used in
  • Lateral Torsional Buckling of Principal Beam with I-Section According to EN 1993-1-1
Share
2024-05-30
009248
  • RFEM 5
  • RF-STEEL EC3 5
  • RF-STABILITY 5
    • Steel Structures
    • Stability Analysis
    • Eurocode 3
Factor αcr,op Determined by RF-STEEL EC3
Used in
  • Lateral Torsional Buckling of Principal Beam with I-Section According to EN 1993-1-1
3D Model
More About 3D Model
  • Member Warping Torsion
Specifications
Number of Nodes 8
Number of Lines 4
Number of Members 4
Number of Surfaces 0
Number of Solids 0
Number of Load Cases 2
Number of Load Combinations 6
Number of Result Combinations 0
Total Weight 2.429 tons
Dimensions (Metric) 7,200 x 0,000 x 4,000 m
Dimensions (Imperial) 23.62 x 0 x 13.12 feet
Share
2024-05-30
009249
  • RFEM 5
  • RF-STEEL EC3 5
  • RF-STABILITY 5
    • Steel Structures
    • Stability Analysis
    • Eurocode 3
Design in RF-STEEL EC3
Used in
  • Lateral Torsional Buckling of Principal Beam with I-Section According to EN 1993-1-1
3D Model
More About 3D Model
  • Member Warping Torsion
Specifications
Number of Nodes 8
Number of Lines 4
Number of Members 4
Number of Surfaces 0
Number of Solids 0
Number of Load Cases 2
Number of Load Combinations 6
Number of Result Combinations 0
Total Weight 2.429 tons
Dimensions (Metric) 7,200 x 0,000 x 4,000 m
Dimensions (Imperial) 23.62 x 0 x 13.12 feet
Share
2024-05-30
009250
  • RFEM 5
  • RF-STEEL EC3 5
  • RF-STABILITY 5
    • Steel Structures
    • Stability Analysis
    • Eurocode 3
My in Beam (Above) and Critical Buckling Load Factor in RF-STABILITY (Below)
Used in
  • Lateral Torsional Buckling of Principal Beam with I-Section According to EN 1993-1-1
3D Model
More About 3D Model
  • Member Warping Torsion
Specifications
Number of Nodes 8
Number of Lines 4
Number of Members 4
Number of Surfaces 0
Number of Solids 0
Number of Load Cases 2
Number of Load Combinations 6
Number of Result Combinations 0
Total Weight 2.429 tons
Dimensions (Metric) 7,200 x 0,000 x 4,000 m
Dimensions (Imperial) 23.62 x 0 x 13.12 feet
Share