風工学技術情報室
Database of Unversal Equivalent Static Wind Load Distributions
Hipped roof
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Equivalent Static Wind Load Distribution for lowrise houses with hipped
roof
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Wind Engineering Information Center
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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
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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
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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
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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
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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
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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
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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
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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
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