Lysaght

Cladding Load Calculator

  • Project Details
  • Wind Load Input
  • Profile & Purlin Space
  • Conclusion
Project Name: 
XXX
Designed by: 
XXX
Province/City: 
XXX
District: 
XXX
Wind Turns Period: 
XX years
Wind Map: 
XXX

Wind Load Input

Wind load analysis will be based on ASCE 7-05 Code of Buildings of Any Height with Gable Roof q <= 45° or Monoslope Roof q <= 3°. Using Method 2: Analytical Procedure

SI-UnitUS-Unit
Wind Speed, V: 0 km/h 0 mph
Bldg. Classification: I
Exposure Category: B
Ridge Height, hr: 0 m0 ft
Eave Height, he: 0 m 0 ft
Bldg. Width: 0 m0 ft
Bldg. Length: 0 m0 ft
Roof Type: Gable
Topo. Factor, Kzt: 0
Direct. Factor, Kd: 0
Enclosed? (Y/N): N
Hurricane Region? N
Overhang? (Y/N): N
Parapet > 3ft? (Y/N): N

Cladding Profile

Material Info

Base metal thickness:
0 mm
ZONE 1
ZONE 2
ZONE 3
Purlin spacing @ Internal span: 
ZONE 1 0 mm
ZONE 2 0 mm
ZONE 2 0 mm
Purlin spacing @ End span: 
ZONE 1 0 mm
ZONE 2 0 mm
ZONE 3 0 mm
ZONE 4
ZONE 5
Purlin spacing @ Internal span: 
ZONE 4 0 mm
ZONE 5 0 mm
Purlin spacing @ End span: 
ZONE 4 0 mm
ZONE 5 0 mm

Wind Load Calculated Results

Load combination for Strength limit stage design by ASCE 7-05: 0.9D + 1.6W

Load combination for Strength limit stage design by ASCE 7-05: 1.6W

LoadingCapacityCheckRatio
Zone 1 
End Span XXXXXXXXXXXXXXXX
Internal Span XXXXXXXXXXXXXXXX
Zone 2 
End Span XXXXXXXXXXXXXXXX
Internal Span XXXXXXXXXXXXXXXX
Zone 3 
End Span XXXXXXXXXXXXXXXX
Internal Span XXXXXXXXXXXXXXXX
Zone 4 XXXXXXXXXXXXXXXX
Zone 5 XXXXXXXXXXXXXXXX

Load combination for Serviceability limit stage design: D + 0.7W

Load combination for Serviceability limit stage design: 0.7W

LoadingCapacityCheckRatio
Zone 1 
End Span XXXXXXXXXXXXXXXX
Internal Span XXXXXXXXXXXXXXXX
Zone 2 
End Span XXXXXXXXXXXXXXXX
Internal Span XXXXXXXXXXXXXXXX
Zone 3 
End Span XXXXXXXXXXXXXXXX
Internal Span XXXXXXXXXXXXXXXX
Zone 4 XXXXXXXXXXXXXXXX
Zone 5 XXXXXXXXXXXXXXXX

Conclusion

Wind uplift checking

Zone 1 Maximum spacing (mm)Propose spacing (mm)Ratio %
End Span XXXXXXXXXXXX
Internal Span XXXXXXXXXXXX
 
Zone 2 Maximum spacing (mm)Propose spacing (mm)Ratio %
End Span XXXXXXXXXXXX
Internal Span XXXXXXXXXXXX
 
Zone 3 Maximum spacing (mm)Propose spacing (mm)Ratio %
End Span XXXXXXXXXXXX
Internal Span XXXXXXXXXXXX
Zone 4 Maximum spacing (mm)Propose spacing (mm)Ratio %
End Span XXXXXXXXXXXX
Internal Span XXXXXXXXXXXX
 
Zone 5 Maximum spacing (mm)Propose spacing (mm)Ratio %
End Span XXXXXXXXXXXX
Internal Span XXXXXXXXXXXX

Roof traffic checking

Span Maximum spacing (mm)Propose spacing (mm)Ratio %
End Span XXXXXXXXXXXX
Internal Span XXXXXXXXXXXX
THE THICKNESS OF SHEETING IS OK
THE TYPE OF SHEETING IS NOT SUITABLE THIS PROJECT

Project Details

Wind Load Input

Wind load analysis will be based on ASCE 7-05 Code of Buildings of Any Height with Gable Roof q <= 45° or Monoslope Roof q <= 3°. Using Method 2: Analytical Procedure

SI-UnitUS-Unit
Wind Speed, V:
km/h
Bldg. Classification:
Exposure Category:
Ridge Height, hr:
m
Eave Height, he:
m
Bldg. Width:
m
Bldg. Length:
m
Roof Type:
Topo. Factor, Kzt:
Direct. Factor, Kd:
Enclosed? (Y/N):
Hurricane Region?
Overhang? (Y/N):
Parapet > 3ft? (Y/N):

Choose Cladding Profile

Enter Material Info

Base metal thickness: 
ZONE 1
ZONE 2
ZONE 3
Purlin spacing @ Internal span: 
ZONE 1
mm
ZONE 2
mm
ZONE 2
mm
Purlin spacing @ End span: 
ZONE 1
mm
ZONE 2
mm
ZONE 3
mm
ZONE 4
ZONE 5
Purlin spacing @ Internal span: 
ZONE 4
mm
ZONE 5
mm
Purlin spacing @ End span: 
ZONE 4
mm
ZONE 5
mm

Roof Zones for Building with h <= 60ft.
(for Gable Roofs <= 450 and Monoslope Roof <= 3°)

Roof Zones for Building with h > 60ft.
(for Gable Roofs <= 100 and Monoslope Roof <= 3°)

Please contact us for precise calculation report.

Contact Us
This calculation note is provided for reference. The customer will make the final decision regarding its application.
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