1.3.6. Computation at the ultimate limit state in normal section
Characteristics of materials:
fyd= 435 N/mm2 for S500
fcd = 13.33 N/mm2 for C 20/25
The depth of the cross-section is:
1.3.7. Steel Design
The beam has flanged section in spans and rectangular section in support.
- First span
Effective width of the slab must be established from the conditions given in the Appendix II.
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