10-16-2010, 02:12 AM
Just for sharing:
Badminton court
18m+18m+18m span (col-col) |^|^|^|
7.8 bay to bay (purlin-purlin) |-|-|-|-|-|-|-|-|
9 m column height
8 degree pitch roof
Design Criteria:
Metal roofing = 0.15 kN/m²
M&E loading = 0.15 kN/m²
Live Load = 0.25 kN/m²
Wind speed = 32m/s
RHS truss system :
Column+Truss+Purlin+Wall girth+Bracing = 19.10kg/m²
Portal Frame system:
Column+Truss+Purlin+Wall girth+Bracing = 24.00kg/m²
Badminton court
18m+18m+18m span (col-col) |^|^|^|
7.8 bay to bay (purlin-purlin) |-|-|-|-|-|-|-|-|
9 m column height
8 degree pitch roof
Design Criteria:
Metal roofing = 0.15 kN/m²
M&E loading = 0.15 kN/m²
Live Load = 0.25 kN/m²
Wind speed = 32m/s
RHS truss system :
Column+Truss+Purlin+Wall girth+Bracing = 19.10kg/m²
Portal Frame system:
Column+Truss+Purlin+Wall girth+Bracing = 24.00kg/m²