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• A reinforced concrete floor subject to an imposed load of 4 kN/m2 spans between brick walls as
shown below. Design the floor for exposure class XC1 assuming the following material
strengths: cu 30 Nmm-2 y 500 Nmm-2
• DEPTH OF SLAB
•
• u  no compression reinforcement is required
•  no compression reinforcement is required
• MAIN STEEL, s
DOS Design of One way Slab EC2 euro code.pptx
DOS Design of One way Slab EC2 euro code.pptx
DOS Design of One way Slab EC2 euro code.pptx
DOS Design of One way Slab EC2 euro code.pptx
DOS Design of One way Slab EC2 euro code.pptx

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DOS Design of One way Slab EC2 euro code.pptx

  • 1.
  • 2.
  • 3.
  • 5.
  • 6.
  • 7.
  • 8.
  • 9.
  • 10. • A reinforced concrete floor subject to an imposed load of 4 kN/m2 spans between brick walls as shown below. Design the floor for exposure class XC1 assuming the following material strengths: cu 30 Nmm-2 y 500 Nmm-2
  • 11. • DEPTH OF SLAB
  • 12. • • u  no compression reinforcement is required •  no compression reinforcement is required • MAIN STEEL, s