Design of singly reinforced beam using Eurocode 2 | concrete structure |civil engineering

Design of singly reinforced beam using Eurocode 2

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Bending moment : kNm.

Bending moment can be calculated using following options:

• Bending moment of beam carrying point load.
• Bending moment of beam carrying uniformly distributed load.
• Bending moment of beam carrying two point load.
• Bending moment of beam carrying point load and distributed load.
• Bending moment of beams are also calculated using commercially available softwares like RISA,ANSYS and ABAQUS.

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Enter width of section : mm.

Enter depth of section : mm.

Cover for reinforcement : mm.

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Cylindrical compressive strength, f_ck : N/mm².

Mean tensile strength of concrete , f_ctm : N/mm²

Steel tensile strength, f_y : N/mm².

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Assume diameter of main bar , d_main : mm.

Assume link diameter of main bar , d_link : mm.

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Design of singly reinforced beam:

Effective depth of beam , d_eff : mm.

K :

K^' :

The section is :

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Z :

Z ^' :

The section is :

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Area of steel required , A_required : mm².

Area of steel provided , A_provided : mm². Note : Input the provided area of steel greater than area of steel required.

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Check:

1. Minimum Area of steel required , A_min-1 : mm².

Area of steel provided is :

2. Minimum Area of steel required , A_min-2 : mm².

Area of steel provided is :

3. Maximum Area of steel required , A_min-2 : mm².

Area of steel provided is :

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