Reinforcement detailing of Columns from ETABS output

AIM:

• Reinforcement detailing of columns from ETABS output.

PROCEDURE AND DETAIL:

• Open Existing G+4 ETABS file
• Click Concrete Frame Design tool
• Click Display Design Info option
• Select design output as Longitudinal Reinforcement

• Select Elevation View
• Avoid the confusions then select tick mark on ribbon and uncheck beam

• Calculate the reinforcement details of 3a and 3b

• For Shear reinforcement, Select Concrete frame design tool
• Select Shear Reinforcing
• Select apply and ok

• Then the shear reinforcement values are obtained at each column.

• From Base to first floor the maximum Ast is = 7027
• Then we can provide 10nos of 32mm dia bar = 10 x 804

= 8040mm^2

• From First floor to Terrace the maximum Ast is = 4800
• So, then We can provide 6nos of 32mm dia bar = 6 x 804

= 4824mm^2

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

= 6432mm^2

• Therefore it can be satisfied entire span.

RESULT:

• Reinforcement detailing of Columns from ETABS output challenge is completed.