#### Design of Continuous Beam | RCC Structures

#### Definition

The beam that rests on more than two supports. The beam that rests over multiple **columns**. Continuous beams increase the structural rigidity of a structure. They offer alternate load path incase of a failure of a section in the beam.

Continuous beams are commonly used in buildings in seismic risk zone.

#### Three moment equation or Clapeyron’s equation

#### Four Methods for Analysis of a beam are as follows:

- Three moment equation
- Moment distribution method
- Kani’s method
- Slope deflection method

Clapeyron’s Three moment Equation

Where,

A = Area of **bending moment** diagram

X = CG of the bending moment diagram

E = Young’s modulus

S = Shrinking of supports

Therefore, S1=0, S2=0 (If there is no shrinking of supports)

#### Case 1

E1 = E2 =E (same material)

I1 = I2 =I (depth of the beam)

E1I1 = E2I2 = EI

## MAL1 + 2MB[L1+L2] + McL2 + (A1X1/L1)+(A2X2/l2)=0

## MAL1 + 2MB[L1+L2] + McL2 = -6 (A1X1/L1)+(A2X2/l2)

We will further discuss “Continuous Beams” with the help of numerical.

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#1 by

abuagla babikeron July 29, 2011 - 11:22 pmthanks so much

#2 by

sreeon August 31, 2011 - 4:42 amthanq

#3 by BenzuJK on August 31, 2011 - 7:02 am

You are welcome Sree. I am glad you found the article useful. I am sure it will also be useful to your friends. Do suggest them to visit the site. It will help them under Design of RCC Structures better. Just a suggestion. Do keep visiting.

Cheers

#4 by

renzilon October 13, 2011 - 1:42 pmwhat would be the beam size for column distant 24foot between each other? and column size for 2 stoty building?

#5 by BenzuJK on November 12, 2011 - 9:57 am

Hello Renzil

Check this out. It might be useful.Minimum Standards for RCC Structures

#6 by

Taiwo Kazeemon January 2, 2012 - 10:13 amPls i need a worked example of continous beam using Three moment equation

#7 by

BenzuJKon January 18, 2012 - 8:30 amHello Taiwo,

I will make it a point to put it up as soon as possible.

Cheers

#8 by

Aftab Alion February 2, 2012 - 11:22 pmDear

I hope you will be well. I need your advise, if you give me prompt response i will be very glad and thankful to you. Actually i am going to construct an industrial hall size 80 ft X 40 ft.

Height of hall is 22 ft.

Column to Column distance = 20 X 20 ft.

Column size is = 18 inch X 12 Inch.

06 simple iron rod of 5/8 mm. in each Column.

02 X 20 ft beam for 40 feet . My question is how to keep the iron rod in beam ? same as column or 07 rod like 03 in bottom, 02 in middle and 02 in top. OR please guide me. ?

Regards.

A Ali,

#9 by

Kiran K Son April 26, 2012 - 6:52 amHi BenzuJK,

I am impressed by the blog you have created and is amamzingly helpful.

I would like some clarification on the roof beam structure.

Probabaly a ‘Do and Dont’s for tying reinforcement in beams for a framed structure.

#10 by

Abhishekon May 14, 2012 - 9:29 amHello,

Can you please tell me that what should be the diameter of iron rods used in the RCC and what should be there distance from each other if the coulms are on 10 mtr distance from each other.

Tankyou.

#11 by

ramachandranon May 15, 2012 - 11:36 ammam pls tell me design for cantilever beam

iam now construct one building but before existing building back side. that bck side building is load bearing wall no column provide so front side building cantilever beam provide to connect that back side building that back side building on the one floor is possible or impassible so doubt pls explain me

that bak side building may be 15′

x25′

#12 by

Varshaon July 24, 2012 - 11:41 amThis is very good for study of rcc design…it give very knowlege of design

#13 by

md.hashmathullah khanon October 8, 2012 - 7:42 amhi.madam i want to what is vasthu.plz tell the details of vasthu. thanks u

#14 by

ani peyangon November 16, 2012 - 3:29 amwhat should be the minimun size of clumn and beam for g+1 floor rcc house