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Document Ref: SX005a-EN-EU Sheet 1 of 6 Title CALCULATION SHEET Example: Choosing a steel sub-grade Eurocode Ref EN 1993-1-10 Made by Matthias Oppe Date June 2005 Checked by Christian Müller Date June 2005 Example: Choosing a steel sub-grade This worked example on the choice of a steel sub-grade should clarify for a simple structure the procedur e how to use Tab le 2.1 in EN 1993- 1-10 and how to determine the input data eleme nt thickness, re ference temperature and stress le vel. Basic data Choice of a steel sub-grade for a beam of a multi-storey building according to the data given below. • Span length : 10,00 m • Bay width : 6,00 m • Slab depth : 15 cm • Partitions : 0,75 kN/m 2 • Imposed load : 2,50 kN/m 2 • Concrete density : 24 kN/m 3 • Steel grade : S355 Weight of the slab : 0,15 × 24 kN/m 3 = 3,60 kN/m 2 Q ; G 1 0,00 [m] Example: Choosing a steel sub-grade C r e a t e d o n S a t u r d a y , F e b r u a r y 2 5 , 2 0 1 2 T h i s m a t e r i a l i s c o p y r i g h t a l l r i g h t s r e s e r v e d . U s e o f t h i s d o c u m e n t i s s u b j e c t t o t h e t e r m s a n d c o n d i t i o n s o f t h e A c c e s s S t e e l L i c e n c e A g r e e m e n t

Choosing a Steel Sub-grade

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Steel Supply Sub-Grades to EC3

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