Combination Wizard
Second-Order Static Analysis Settings for Design Situations
Second-Order Static Analysis Settings for Load Combinations
Imperfection Case and Load Case Assignment
Defining Member Imperfection
Member Imperfection Graphical Display
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
Imperfection Consideration: Design Situation 1 – LRFD
Imperfection Consideration: Design Situation 2 – ASD
New Member Stiffness Modification
Consider Structure Modification Through Stiffness Reduction
Combination Wizard
Second-Order Static Analysis Settings for Design Situations
Second-Order Static Analysis Settings for Load Combinations
Imperfection Case and Load Case Assignment
Defining Member Imperfection
Member Imperfection Graphical Display
Imperfection Consideration: Design Situation 1 – LRFD
Imperfection Consideration: Design Situation 2 – ASD
New Member Stiffness Modification
Consider Structure Modification Through Stiffness Reduction
2024-05-30
028909
  • RFEM 6
  • Steel Structures

Combination Wizard

Used in
  • AISC 360-16 Ch. C Direct Analysis Method in RFEM 6
Share
2024-05-30
028910
  • RFEM 6
  • Steel Structures
Second-Order Static Analysis Settings for Design Situations
Used in
  • AISC 360-16 Ch. C Direct Analysis Method in RFEM 6
Share
2024-05-30
028810
  • RFEM 6
Second-Order Static Analysis Settings for Load Combinations
Used in
  • AISC 360-16 Ch. C Direct Analysis Method in RFEM 6
Share
2024-05-30
028811
  • RFEM 6
Imperfection Case and Load Case Assignment
Used in
  • AISC 360-16 Ch. C Direct Analysis Method in RFEM 6
Share
2024-05-30
028812
  • RFEM 6
Defining Member Imperfection
Used in
  • AISC 360-16 Ch. C Direct Analysis Method in RFEM 6
Share
2024-05-30
028816
  • RFEM 6
Member Imperfection Graphical Display
Used in
  • AISC 360-16 Ch. C Direct Analysis Method in RFEM 6
3D Model
More About 3D Model
  • Steel Hall Structure | AISC 360-16
Specifications
Number of Nodes 56
Number of Lines 88
Number of Members 81
Number of Surfaces 6
Number of Solids 0
Number of Load Cases 4
Number of Load Combinations 20
Number of Result Combinations 0
Total Weight 10.789 tons
Dimensions (Metric) 12.192 x 4.877 x 14.630 m
Dimensions (Imperial) 40 x 16 x 48 feet
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2024-05-30
028817
  • RFEM 6
Imperfection Consideration: Design Situation 1 – LRFD
Used in
  • AISC 360-16 Ch. C Direct Analysis Method in RFEM 6
Share
2024-05-30
029199
  • RFEM 6
Imperfection Consideration: Design Situation 2 – ASD
Used in
  • AISC 360-16 Ch. C Direct Analysis Method in RFEM 6
Share
2024-05-30
029202
  • RFEM 6
New Member Stiffness Modification
Used in
  • AISC 360-16 Ch. C Direct Analysis Method in RFEM 6
Share
2022-02-10
028818
  • RFEM 6
Consider Structure Modification Through Stiffness Reduction
  • Structure Modification
  • Stiffness Reduction
Used in
  • AISC 360-16 Ch. C Direct Analysis Method in RFEM 6
Share