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Roof-Wall Panels & Cold Store Panels

MEGALAMBRİ

LOAD (kN/m²)	0.75	1.25	1.75	2.25
Megalambri 30 (40)	3.50	2.50	2.00	1.50
Megalambri 40 (50)	4.00	3.00	2.50	2.00
Megalambri 50 (60)	4.50	3.50	3.00	2.50
Megalambri 70 (80)	5.50	4.50	3.50	3.00
Megalambri 90 (100)	6.00	5.00	4.00	3.50
Megalambri* 90 (100)	7.50	6.00	5.00	4.00

Kcal/m² h K	w/m² K	Kg/m²	Calculated as multispan
0.47	0.54	10.12
0.41	0.47	10.52
0.36	0.40	10.92
0.23	0.29	11.73
0.12	0.14	12.56
0.12	0.14	14.41

- 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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