Reinforcement Detailing of Beams from ETABS output

1. Aim - Reinforcement Detailing of Beams from ETABS output

Procedure -

Select a attached file and open it in the ETAB

then select first floor and then Select concrete frame design and Select Design info and in that select longitudinal reinforcement for both Grid

Select concrete frame design and Select Design info and in that select Shear reinforcement for both Grid

Reason for faliure is

1 - as we see shear Force and Torsion together exceed maximum allowed.

Shear force is increased that is load /area

so we have to reduce the loading or increase the loading.

Sherar capacity of concrete is depend on grade of the concrete

we must use higher grade of concrete in it to make it safe

Existing shear capacity

Vus = 245 kn

so shear rebar is okay as per IS code 13920