Wind Engineering Information Center


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 4.3m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 4.7m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 5.0m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 5.3m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 5.6m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 6.0m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 6.3m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 8.0m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 8.3m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 8.7m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 9.0m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 9.3m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 9.6m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 10.0m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 10.3m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 12.0m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 12.3m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 12.7m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 13.0m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 13.3m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 13.6m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 14.0m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 14.3m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 16.0m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 16.3m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 16.7m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 17.0m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 17.3m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 17.6m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 18.0m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 18.3m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree


Lowrise houses with gable roof
 Breadth : Depth : Height = 16m : 16m : 20.0m
 Considered load effect for members:
Axial force, Shear forces (2 component), Moments (except torsional moment)
 Wind direciton : 0 degree

