Sport Center - roof structure
Croatia
2007
Truss
City of Samobor
EdvinŠmitfrom project office Arhing 2
Total area:5910 m2
Three main parts
1) main hall for 600 visitors:36,5x45m, 9m high
2) swimming pool:12,5x25m,10m high
3) two smaller halls:20x15m, 6m high
Span of the truss (simple supptorted beam):36.5m
Distance between two main girders:5m.
Loads on the structure:; 1. cover layers:# 1.3 kN/m2; 2. basic snow load:# 1.5 kN/m2; 3. wind load:# 0.45kN/m2; Dimensions of the truss elements after the design were following: upper chord is triple 3x20/48 cm, bottom chord is also triple 3x20/60 cm. Lattice fill are double 2x20/30cm for members which were in compression before prestressing and 20/30cm for the members which were in tension before prestressing. Diagonal lattice fill are connected to the bottom and the upper chord by steel plate with thickness of 28 mm. A steel plate is welded in the upper steel plate of the joint steel box.
The secondary elements (purlines) consist of two steel profiled sheet Haironville MPB Profile T 150/280 and bear the loads from the cover layers, snow and wind. The static system of the steel sheets is continuous girder on two spans with bearing capacity 2x3,65 kN/m2. The thickness of the sheet is 0.88mm. The Glulam class is BS 14h. After checking the ultimate limit state and serviceability limit state and the stability
The secondary elements (purlines) consist of two steel profiled sheet Haironville MPB Profile T 150/280 and bear the loads from the cover layers, snow and wind. The static system of the steel sheets is continuous girder on two spans with bearing capacity 2x3,65 kN/m2. The thickness of the sheet is 0.88mm. The Glulam class is BS 14h. After checking the ultimate limit state and serviceability limit state and the stability