Reinforcement Detailing of Beams from ETABS output
Aim: To provide reinforcement Details of the beams mentioned.
Procedure:
Step 1: The provided ETABS models is analysed and designed as per IS 456:2000 in ETABS as shown below.
Step 2: Once the analysis is complete the detailing of the beams in grid A and grid 3 is drawn as shown below according to the steel provided.
Step 3: The detailed beams are as follows.
Step 4: The max shear force as per Cl 6.3.3 (b) in IS 13920-2016 is calculated for beam between grid D and E along grid 3.....
a) For sway to right:
and 
b) For sway to left:
Thus the max values are Vu,a = 111.37 kN and Vu,b = 170.7 kN
The values obtained from the software are.
RESULT:
- Designed successfully beam in detail from the Etabs software.
- Provided the details of longitudinal and shear reinforcement for the two continuous beams.
- And also calculated the value of maximum shear force in the continuous beams using the Etabs software.