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How to Design a Building with Octagon Beam by ETABS

Example of Design the Building and Determine Axial Force, Max +ve Moment, Max -ve Moment, Shear Force, and Reinforcement by ETABS.

Number of floors = 2
Column Height = 4 m

Column sizes:
C1 = 0.4 x 0.4 m
C2=0.4 m dia. 
C3=0.6 m dia.

Beam Sizes = 0.4 x 0.6 m

Slab Thickness = 0.2 m

Material Properties:
Concrete; fc’ = 30 Mpa (Columns)
Concrete; fc’ = 25 Mpa (Other members)

Steel: fy = 420 Mpa (A615 Steel)

Assume the footings are single footings on rock

 Model: The slab to be modeled using
Quadrilateral (4-noded) plate elements with
edge length not greater than 0.5 m.

Concrete Design Code: ACI318-14

Set End Length Offsets = 0

Loading:
Load Case 1: Deal Load
Self-Weight
3 kN/m2
Load Case 2:Live Load:
5.0 kN/m2

Load Combinations: 
1,2 DL + 1.6 LL



Technical Info: ETABS Ultimate 64-bit Version 18.0.2 Build 2064 Link for exercise files: https://github.com/ssha0/YouTube/raw/master/files/How%20to%20Design%20a%20Building%20with%20Octagon%20Beam%20by%20ETABS.EDB

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