AISC H.1B - Combined Compression and Bending Moment
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
Note for Tapered Member with Transverse Bending
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
Warning for Design of Set of Members with Transverse Bending
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
Note for Design of Asymmetric Cross-Section
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
Note for Design of Non-I-Section with General Method in Germany
  • 3D Viewer
  • 3D Viewer | Babylon
  • Virtual Reality
AISC H.1B - Combined Compression and Bending Moment
Note for Tapered Member with Transverse Bending
Warning for Design of Set of Members with Transverse Bending
Note for Design of Asymmetric Cross-Section
Note for Design of Non-I-Section with General Method in Germany
2024-03-09
010808
  • RFEM 5
  • RSTAB 8

AISC H.1B - Combined Compression and Bending Moment

Used in
  • Verification Example 001006 | 2
3D Model
More About 3D Model
  • Verification Example 001006 | 2
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 2
Number of Load Combinations 2
Total Weight 0.629 tons
Dimensions (Metric) 4.923 x 0.655 x 0.655 m
Dimensions (Imperial) 16.15 x 2.15 x 2.15 feet
Program Version 5.16.00
Share
2024-05-30
016933
  • STEEL EC3 8
  • RF-STEEL EC3 5
  • Steel Structures
    • Eurocode 3
Note for Tapered Member with Transverse Bending
Used in
  • Non-Designable Tapered Beams – Error ER051
3D Model
More About 3D Model
  • Verification Example 001006 | 2
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 2
Number of Load Combinations 2
Total Weight 0.629 tons
Dimensions (Metric) 4.923 x 0.655 x 0.655 m
Dimensions (Imperial) 16.15 x 2.15 x 2.15 feet
Program Version 5.16.00
Share
2024-05-30
016934
  • STEEL EC3 8
  • RF-STEEL EC3 5
  • Steel Structures
    • Eurocode 3
Warning for Design of Set of Members with Transverse Bending
Used in
  • Non-Designable Member Sets with Double-Symmetric Cross-Section – Error ER051
3D Model
More About 3D Model
  • Verification Example 001006 | 2
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 2
Number of Load Combinations 2
Total Weight 0.629 tons
Dimensions (Metric) 4.923 x 0.655 x 0.655 m
Dimensions (Imperial) 16.15 x 2.15 x 2.15 feet
Program Version 5.16.00
Share
2024-05-30
016935
  • STEEL EC3 8
  • RF-STEEL EC3 5
  • Steel Structures
    • Eurocode 3
Note for Design of Asymmetric Cross-Section
Used in
  • Non-Designable Asymmetric Cross-Sections – Error ER051
3D Model
More About 3D Model
  • Verification Example 001006 | 2
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 2
Number of Load Combinations 2
Total Weight 0.629 tons
Dimensions (Metric) 4.923 x 0.655 x 0.655 m
Dimensions (Imperial) 16.15 x 2.15 x 2.15 feet
Program Version 5.16.00
Share
2024-05-30
016936
  • STEEL EC3 8
  • RF-STEEL EC3 5
  • Steel Structures
    • Eurocode 3
Note for Design of Non-I-Section with General Method in Germany
Used in
  • Non-Designable T-Sections – Error ER056
3D Model
More About 3D Model
  • Verification Example 001006 | 2
Specifications
Number of Nodes 2
Number of Lines 1
Number of Members 1
Number of Load Cases 2
Number of Load Combinations 2
Total Weight 0.629 tons
Dimensions (Metric) 4.923 x 0.655 x 0.655 m
Dimensions (Imperial) 16.15 x 2.15 x 2.15 feet
Program Version 5.16.00
Share