RMS and Fire Building, Ananta Casual Wear Limited

 ETABS 22.5.0

This project involves the structural analysis and design of a low-rise reinforced concrete (RC) building consisting of a ground floor and one upper floor (G+1).

Design Parameters

Parameter	Value
Number of stories	G+1
Typical floor height	3.0 m
Total height	3.3 m
Structural system	RC frame
Seismic zone / design code	UBC-94, BNBC 2006
Wind design code	Code + basic wind speed
Slab system	Flat slab
Foundation type	isolated footing
Concrete grade	f'c = 20.6 MPa
Reinforcement grade	413MPa

Model Views

 The building is designed using a reinforced concrete frame system with a flat slab arrangement and isolated footing foundations. The structural design considers gravity loads, seismic effects, and wind loads in accordance with the applicable provisions of UBC-94 and BNBC 2006.

The building has a typical floor height of 3.0 m and a specified total height of 3.3 m. The design utilizes concrete with a compressive strength of 20.6 MPa and reinforcing steel with a yield strength of 413 MPa. The project demonstrates the application of structural modelling, load assessment, lateral load considerations, and reinforced concrete design principles for a low-rise building.