Thank you for the reply.
As you suggested, I've made the PT transfer beam stiffer by changing the moment of inertia about 2 & 3 to 30 in the property modifier section. I arrived at the value of 30 by restricting the maximum deflection of the PT transfer beam to 18mm. Is this the right practice...
I have a situation where my RCC structure is not exhibiting the desired behavior in ETABS due to the PT transfer beam at the first-floor roof level. Below are the details of the structure:
Number of Floors - G+4
Ground Floor Height - 3.2m (Parking)
First Floor Height - 6.2m (Mezzanine Floor at...
Hi everyone,
I'm modelling a G+2 building as per IS 456:2000, IS 1893:2016 and IS 875:2015 Part 3.
Data Considered:
Seismic Zone - III
Importance Factor - 1
Response Reduction Factor - 3
Site type -2
Framing Type -Ordinary Frame
Basic Wind Speed - 39 m/s
Importance factor -1
Risk Coefficient...
