Challenge

Reinforcement detailing of Columns from ETABS output

1.minimum reinforcement for shrinkage and temperature.

2.ultimate limit state of design rebar requriment.

3.ductility rebar requrement.

among these three which is greater should consider as column detail reinforcement,

e tabs will give the greater reinforcement among these three.

1)ans:-

run the analysis of given model and go to concrete frame design and display design info then click on longitudinal reinforcement. for column grid 3A.

calculate the longitudinal reinforcement ratio of reinforcement which we got from etabs and crossectional area of each reinforcement,
go to display design info select the shear reinforcement for 3A column

detail reinforcement among the elevetion of model.using the is13920:2016 L0 and stirrups spacing

consider these detail drawing to below given elevations.

2)ans:-

run the analysis of given model and go to concrete frame design and display design info then click on longitudinal reinforcement. for column grid 3B.
calculate the longitudinal reinforcement ratio of reinforcement which we got from etabs and crossectional area of each reinforcement.

calculate the longitudinal and shear reinforcement details of column3B.
detail reinforcement among the elevetion of model.using the is13920:2016 L0 and stirrups spacing

consider these detail drawing to below given elevations.

Ship work like this
in your own course.