RCC : Limit state method of design

By Deepanshu Rastogi|Updated : August 26th, 2021

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Limit State Method

IS 456 Standards for Beams and Slabs and Columns

Effective span

A. Simply supported beams and slabs (leff)

image001

image002

Here, l0 = clear span

w = width of support

d = depth of beam or slab

B. For continuous beam

(i) If width of support < 1/12 of clear span

image002

(ii) If width of support > 1/12 of clear span

(a) When one end fixed other end continuous or both end continuous.

leff = l0

image005

(b) When one end continuous and other end simply supported

image006

 

 

C. Cantilever

(i) image007 image008

(ii) image009 image010

D. Frames

image011

leff = Centre to centre distance

Control of deflection

(i) This is one of the most important check for limit state of serviceability.

(a) The final deflection due to all loads including the effect of temperature, creep and shrinkage and measured from as cast level of the support of floors, roofs and other horizontal members should not normally exceed span/250

(b) The deflection including the effect of temperature, creeps and shrinkage occurring after erection of partition and application of finishes should not normally exceed span/350 or 20 mm which ever is less.

(ii) The vertical deflection limit may generally be satisfied if

(a) Basic span to effective depth ratio for span upto 10m is

Types of Beams: image014

For cantilever → 7

For simply supported → 20

For continuous → 26

(b) For span > 10 m effective depth image016

Where 'A' is span to effective depth ratio for span upto 10m.

(c) Depending upon the tension reinforcement the value 'A' can be modify by multiplying a factor called modification factor (MF1)

effective depth image017

where, 

image018

(d) Depending upon area of compression reinforcement, value (A) can be further modified using a modification factor (MF2)

effective depth = image019

(e) For flanged beam : A reduction factor is used

(f) Deflection check for two way slab:

image020

Slenderness limit

  1. For simply supported or continuous beams
    image021 where, l0 = Clear span
    b = Width of the section
    and, d = Effective depth
  2. For cantilever beam image022
    1. Minimum tension reinforcement image023
    2. Maximum tension reinforcement = 0.04 bD
    3. Maximum compression reinforcement = 0.04 bD
      where, D = overall depth of the section
    4. Where, D > 750 mm, side face reinforcement is provided and it is equal to 0.1% of gross cross-section area (b × D). It is provided equally on both face.
    5. Maximum spacing of side face reinforcement is 300 mm.
    6. Maximum size of reinforcement for slab/beam is 1/8 of total thickness of the member
    7. Nominal cover for different members
      Beams → 25 mm
      Slab → 20 to 30 mm
      Column → 40 mm
      Foundations → 50 mm
    8. Moment and shear coefficient for beams/slabs

image024

One way slab

(i) Ly/Lx ratio is less than 2

 where, ly = length of longer span

lx = length of shorter span

(ii) Slab is supported only on two edges.

Design of One way slab

image026

Two way slab

(i)  Ly/Lx ratio is more than 2

(ii) Slab is supported on all edges.

Design of two way slab

  1. Grasoff Ranking method
    It is used for corners not held down position.
    It is purely simply supported case.

image028

(i) image029

(ii) Moment in x-direction image030

Moment in y-direction image031

(iii) Shear force

image032

At shorter edge (VX)

image033

At longer edge (Vy)

image034

  1. Design of slab with corner held down position

(a) Pigeauds method: image035

where, the values of image036 are read from table

(b) I.S. code method

image037

The values of image038 read from table (page 91, IS : 456-2000)

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Deepanshu RastogiDeepanshu RastogiMember since Jul 2020
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