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SUPERLAMBRİ


 
 Süperlambri 40 2.00 1.50 1.25 1.00
 Süperlambri 50 2.50 2.00 1.50 1.25
 Süperlambri 60 3.00 2.50 2.00 1.50
 Süperlambri 80 4.00 3.50 2.50

2.00

 Süperlambri 100 5.00 4.50 3.00 2.50

 
0.44 0.51 10.12

0.39

0.44

10.52
0.34 0.39 10.92

0.23

0.29

11.72

0.11 0.15 12.52

- Safety figures have been considered 1400 kg/cm 2 , for steel and 800 kg/cm 2 for aluminium in computation. The analyses have been done in İ.T.Ü. Civil Engineering Faculty and supported by test in laboratory, No: H.O. 05/03 acceptable deflection limit is L/100. The figures are 0.50+0.50 mm metal thicness.






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