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Modeling and Analysis of a 5 Storey Reinforced Concrete Frame Structure using ETABS

Modeling and Analysis of a 5 Storey Reinforced Concrete Frame Structure using ETABS
A step-by-step procedure for modeling and analysis of frame structure using ETABS is explained through a simple example. Subsequently an example of seismic analysis of regular frame structure and irregular frame structure are solved manually and through ETABS.
A plan of five storey reinforced concrete (RC) frame structure is considered for modeling and analysis using ETABS.
Beam sizes 300×450 mm
Storey Height 3.2 m
Columns sizes 300×450 mm
Live Load 3 kN/m2
Slab thickness 120 mm
Floor Finish Load 1 kN/m2
Concrete grade M25
Steel Fe415

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