RCC WALL DESIGN GUIDELINES

1 The limiting slenderness ( ) if any for unbraced wall is 30 and for braced wall is 45

For short braced RC wall (< 12),

Pu = 0.4 x fck x Ac+ 0.67 x fy x Ast

3. For short unbraced RC wall, along with the above axial load Pu, the moment due to minimum eccentricity is checked for emin= t/20 or 20mm, where, M = P x e.

For the above axial load and moment, the RC wall is designed similar to RC column subjected to axial load and uniaxial moment.

Slender braced wall (< 45):

The additional moment due to additional eccentricity as per Table 1 of SP16 is considered. Where the additional eccentricity,

                                   

he additional moment due to eccentricity is added with the moment on the column and moment on the wall. The wall is designed for axial load with uniaxial moment.

5. For slender unbraced wall [ limited to 30]: Similar procedure as in case 4 is adopted.

                              

6.Detailing of reinforcement [IS456 Guidelines]:

a. For plain concrete wall, minimum vertical steel is 0.12% for HYSD bars and 0.15% for mild steel bar.

b. For RC wall, minimum vertical reinforcement is 0.4% of c/s

c. In plain concrete wall, transverse steel is not required

d. In RC wall, transverse steel is not required (not less than 0.4%)

e. Maximum spacing of bars is 450mm or 3t, whichever lesser

f. The thickness of wall in no case should be less than 100mm

g. If thickness is greater than 200mm, double grid reinforcement is provided along both the faces.

7. Detailing of reinforcement (BS 8110 guidelines):

a. Horizontal reinforcement same as IS456

b. Vertical reinforcement not to be greater than 4%

c. When compression steel is greater than 2% of vertical reinforcement, horizontal reinforcement of 0.25% for HYSD bars or 0.3% of MS bars are provided. [As per IS456, it is 0.2% for HYSD bars and 0.3% for mild steel bars].

                                                                                                    

d. The diameter of transverse bars (horizontal) should not be less than 6mm or 

8. Links are provided when the compression steel is greater than 2%. Horizontal links are provided for thickness less than 220mm. Diagonal links are provided when thickness is greater than 220mm. The spacing of links should be less than 2t and diameter of links not 

                         

less than 6mm or 

                                                                                 

1. Both ends fixed (Restrained against rotation and displacement) 

                          

2. Both ends hinged 

                                

3. One end fixed and other end 

                                     

4. One end fixed and other end hinged