Guide to design of Doubly reinforced Sections | Civil Engineering





What are Doubly reinforced sections?

Sections that have tensile as well as compressive reinforcement are called doubly reinforced sections.

Necessity of design of doubly reinforced sections

When the dimensions of the beam are restricted for architectural or structural considerations, the section has insufficient area of concrete which results in inability of the beam to take sufficient compressive stresses. If not paid attention to, it could result in structural failure.

To solve this problem, steel is placed in the compressive area of the section to help the concrete section in resisting compressive stresses. (Steel is good at taking up both compression and tension.)

In this way, the moment of resistance of the section is increased without altering its dimensions.

Three important conditions where doubly reinforced sections are to be used:

1)       When the dimensions of the beam are restricted for architectural or structural purposes.

2)       Sections that are subjected to the reversal of bending moment (piles, braces in water towers etc.

3)       The portion of the beam over middle support in continuous T beams has to be designed as doubly reinforced section.

We are now going to begin with a series of articles on “Design of Doubly reinforced sections”. In our previous series of articles for “Singly reinforced sections“, we have covered every step in detail for the design and analysis of Singly reinforced sections.

We would be covering the following for “Doubly reinforced Sections”:

What are doubly reinforced sections?

Methods for determining Neutral Axis?

Solved numerical examples for determining Neutral Axis

Numerical examples for practice (Find Neutral axis)

Methods for calculating Moment of Resistance

Numerical example for calculating Moment of resistance

Types of problems in Doubly reinforced sections

Determining stresses in steel and concrete 

Numerical example | Stresses in steel and concrete

So let us begin with understanding the methods for determining the neutral axis for doubly reinforced sections.

Methods of determining Neutral axis for doubly reinforced sections

METHOD ONE:

Given that:

Dimensions of the beam:

b = width of the beam, d = depth of the beam

Permissible stresses in concrete = σcbc

Permissible stress in steel = σst

Modular ratio = m

From similar triangles in the equivalent concrete stress diagram,

σcbc/ (σst/m) = xc/(d – xc)

METHOD TWO:

Given that:

Width of the beam = b

Effective depth of the beam = d

Distance of compressive steel from the top edge of the beam to the centre of the steel = d’

Area of tensile steel = Ast

Area of compressive steel = Asc

Modular ratio = m

Since neutral axis is situated at the centre of gravity of a given section, the moments of areas on either side of Neutral axis (NA) are equal.

Therefore, Moment of area on compression side = moment of area on tension side

Moment of area on compression side – concrete area above N.A. is to be considered and equivalent concrete ares of steel in compression is also to be taken into account.

According to IS: 456-1978;

“Compression in bars, where the compressive resistance of the concrete is taken into account, shall be the calculated stress in the surrounding concrete multiplied by 1.5times the modular ratio or σcbc whichever is lower.

Therefore,

Moment of area on compression side = bxx/2 – Asc(x-d’) + 1.5mAsc (x – d’)

Where, 1.5mAsc is the equivalent concrete area of compressive steel.

On simplification, we get,

bxx/2 + (1.5m – 1)Asc(x – d’)

Moment of area of tension side about N.A is given by,

mAst (d – x)

Therefore, bxx/2 + (1.5m – 1) Asc (x – d’) = mAst(d – x)



, , , , , ,






You can leave a response, or trackback from your own site.


  1. #1 by d.ramachandran on August 1, 2012 - 12:36 pm

    excellent even colleges were not so good those days even…

    d.ramachandran age 69

    • #2 by BenzuJK on August 7, 2012 - 12:11 pm

      We are really glad that you have liked our work and sincerely appreciate it. We will work harder to make it better.

      Thank you.

  2. #3 by ANUSUYA.M on September 2, 2012 - 1:35 am

    The given information is really useful to me…….

  3. #4 by ALAM on September 14, 2012 - 12:10 am

    dear sir

    please tell me what is one slab and two slab?
    send me reinforcement details with sketch for both with explaining differences in reinforcement placement.

  4. #5 by john githinji on September 25, 2012 - 12:33 am

    jm doing my high dip in building construction n very incouranged by ur resourseful web,keep it up please.

  5. #6 by vejay on September 25, 2012 - 7:23 am

    does the shape memory alloy is effective in preventing cracks in buildings?

  6. #7 by Jayasimhan on September 25, 2012 - 10:36 am

    Very good explanation. Keep it up.

  7. #8 by Hassan on October 11, 2012 - 10:27 am

    am really glad to be part of the few who have got the chance to know your site, being a student these things are becoming part of me by the day though i would like to know more about these design procedures with Eurocode for concrete structures

    best regards
    Hassan

  8. #9 by prabhu s on October 13, 2012 - 7:59 am

    hi
    i liked what have u given here
    and one more thing i want to do a project in my final year especially related to structural engineering
    so suggest me which project i want to do

  9. #10 by K Y Rao on October 22, 2012 - 4:18 am

    Dear Mam,

    I have a residential house without pillars, now I am planning to construct G + 2 floor on the same building by adding pillars from the ground floor.

    I made a plan as per which the column to column distance is coming to 16.5 ft.

    Kindly clarify whether 12″ x 9 ” columns with 4 nos. 16 MM and 2 nos 12 MM steel roads with M20 grade concrete is ok for the building or not.

    Regards,

    K. Y Rao

(will not be published)