Standing seam profile

KSS - 450 STANDING SEAM PROFILE

NOTES:

1. Section properties are calculated in accordance with the edition 2001 of the American iron & steel institute 'specifications' (A I S I)
2. Deflection limitation is considered as span/180 for DL + LL and span/150 for wind uplift case
3. The base material yield strength, Fy = 345 n/mm2
4. The allowable stresses are increased by BY 33-1/3% for the uplift case
5. Data applied for standard KSS-600 profile. Actual valid parameters for KSS - 450 should be better and will be updated when available


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