Selection of Method for Determining Load Increasing Factor β
Maximum Value of Shear Force in Critical Perimeter at Wall Corner
Average Shear Force in Individual Sectors on Column in Middle of Slab
Shear Force in Critical Perimeter and in Individual Sectors
Result Window 2.1 with Determined β-value
Selection of Method for Determining Load Increasing Factor β
Maximum Value of Shear Force in Critical Perimeter at Wall Corner
Average Shear Force in Individual Sectors on Column in Middle of Slab
Shear Force in Critical Perimeter and in Individual Sectors
Result Window 2.1 with Determined β-value
2024-05-30
009488
  • RFEM 5
  • Concrete Structures
  • Eurocode 2

Selection of Method for Determining Load Increasing Factor β

Used in
  • Determining Load Increasing Factor β with Sector Model
Share
2024-05-30
009489
  • RFEM 5
  • Concrete Structures
  • Eurocode 2
Maximum Value of Shear Force in Critical Perimeter at Wall Corner
Used in
  • Determining Load Increasing Factor β with Sector Model
Share
2024-05-30
009490
  • RFEM 5
  • Concrete Structures
  • Eurocode 2
Average Shear Force in Individual Sectors on Column in Middle of Slab
Used in
  • Determining Load Increasing Factor β with Sector Model
Share
2024-05-30
009491
  • RFEM 5
  • Concrete Structures
  • Eurocode 2
Shear Force in Critical Perimeter and in Individual Sectors
Used in
  • Determining Load Increasing Factor β with Sector Model
Share
2024-05-30
009492
  • RFEM 5
  • Concrete Structures
  • Eurocode 2
Result Window 2.1 with Determined β-value
Used in
  • Determining Load Increasing Factor β with Sector Model
Share