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TOP > 風工学技術情報室 > Database of Unversal Equivalent Static Wind Load Distributions > Gable roof > B:D=2:3

風工学技術情報室

Database of Unversal Equivalent Static Wind Load Distributions

Gable roof

B:D=2:3

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風工学技術情報室
風工学研究センター
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APEC Wind Engineering Network
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東京工芸大学
工学研究科建築学・風工学専攻
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Equivalent Static Wind Load Distribution for lowrise houses with flat roof
Wind Engineering Information Center
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 4.3m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 4.7m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 5.0m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 5.3m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 5.6m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 6.0m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 6.3m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 8.0m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 8.3m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 8.7m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 9.0m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 9.3m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 9.6m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 10.0m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 10.3m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 12.0m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 12.3m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 12.7m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 13.0m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 13.3m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 13.6m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 14.0m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 14.3m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 16.0m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 16.3m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 16.7m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 17.0m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 17.3m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 17.6m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 18.0m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 18.3m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
Lowrise houses with gable roof
- Breadth : Depth : Height = 16m : 24m : 20.0m
- Considered load effect for members:
      Axial force, Shear forces (2 component), Moments (except torsional moment)
- Wind direciton : 0 degree Pattern 1 Pattern 2
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