Reinforcement detailing of Columns from ETABS output

AIM: 

To Providing details of longitudinal reinforcement for the two columns from foundation to terrace level.

PROCEDURE: 

STEP 1:  

• Open a G+4 Etab file
• Click the Concrete Frame Design tool
• Select the Display Design Info option
• Choose design output as Longitudinal Reinforcement 

STEP 2: 

• After Selecting the Longitudinal Reinforcement click Elevation View
•  To avoid the confusions click tick mark on ribbon and uncheck beam

STEP 3: 

• Now need to calculate the reinforcement details of 3a and 3b 

STEP 4: 

• For Shear reinforcement, Click the Concrete frame design tool
•  Choose Shear Reinforcing
•  Click apply and ok 

STEP 5: 

• After selecting the Shear reinforcement option the shear reinforcement values are obtained at each column. 

STEP 6: GRID 3A

• From Base to first floor the maximum  is = 7027

• So we can provide 10nos of 32mm dia bar = 10 x804 =804mm^2                                                               
•  From First floor to Terrace the maximum  is = 4800
• So, We can provide 6nos of 32mm dia bar = 6 x 804 =4824mm^2

STEP 7: GRID 3B 

• From Base to Terrace the maximum Ast is = 5046
• So we can provide 8 nos of 32mm dia bar =8 x 804=6432mm^2       

RESULT:                                             

   Therefore it can be satisfied all the span.