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風工学技術情報室

Database of Unversal Equivalent Static Wind Load Distributions

Hipped roof

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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
EVO VORTEX-Winds

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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 hipped roof
Wind Engineering Information Center

Lowrise houses with hipped 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 hipped 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 hipped 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 hipped 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 hipped 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 hipped 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 hipped 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 hipped 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