This presentation summarizes the analysis and design of a three story reinforced concrete building using ETABS software. It includes modeling the building, applying loads such as dead, live, wind and earthquake loads, analyzing the structure for stability, and designing beams and columns. Screenshots are provided of the 3D building model, applied loads, and steel schedules for beams and columns on each floor.

1. Technological University (Mandalay)
Department of Civil Engineering
ETABS Presentation
Presented By
Ma Shyoon Thawdar
Roll No. VI C-3
19.8.2022

2. ANALYSIS AND DESIGN OF
THREE STOREY RC BUILDING

3. What is ETABS?
ETABS stands for Extended
Three-Dimensional Analysis of
Building System. It is a
sophisticated and suitable special
purpose analysis and design
program particularly developed
for building systems. Modeling
tools and templates, code-based
load prescriptions, analysis
methods and solution techniques,
all coordinate with the grid-like
geometry unique to this class of
structure. Basic or advanced
systems under static or dynamic
conditions may be evaluated using
ETABS.
General Procedure
1. Modeling
2. Loading
3. Analysis
4. Design

4. (1) Modeling
1. Unit Setting
2. Define Material Properties
3. Define Section Properties
4. Define Grid Line
5. Draw the structural Object
6. Assign Restraint
(2) Loading
Loads
1. Dead Load
2. Live Load
3. Environmental
Loads(Earthquake, Wind,
Snow, Temperature, etc)
(3) Analysis
Check for Structural Stability
1. Checking for Overturning Moment
2. Checking for Sliding Resistance
3. Calculation for Maximum Storey
Drift
4. Checking for Torsional Irregularity
5. Checking for P-Δ effect
(4) Design
1. Beam Design
2. Column Design

7. Frame Loads of Three Stroeyed Builing(3D View)

8. Dead Loads of Three Storeyed
Building(3D View)
Live Loads of Three Storeyed
Building(3D View)

9. Wind Loads of Three Storeyed
Building(WX)
Wind Loads of Three Storeyed
Building(WY)

10. Earthquake Loads of Three Storeyed
Building(EX)
Earthquake Loads of Three
Storeyed Building(EY)

11. Three-dimentional View of Three Storey Model

12. Three-dimentional View of Three Storey Model

13. Ground Floor Beam Steel Schedule
Mark Size Layer
Longitudinal Reinforcing Stirrup Spacing
Left Middle Right Left Middle Right
GB1 10"×15"
Top 3#8 2#8 3#8 #3@4"
C/C
#3@7"
C/C
#3@4"
C/C
Bottom 3#8 3#8 3#8
GB2 10"×18"
Top 3#8 2#8 3#8 #3@4"
C/C
#3@7"
C/C
#3@4"
C/C
Bottom 3#7 3#7 3#7

14. First Floor Beam Steel Schedule
Mark Size Layer
Longitudinal Reinforcing Stirrup Spacing
Left Middle Right Left Middle Right
1FB 10"×15"
Top 3#7 2#7 3#7
#3@4"
C/C
#3@7"
C/C
#3@4"
C/C
Bottom 3#7 3#7 3#7
Mark Size Layer
Longitudinal Reinforcing Stirrup Spacing
Left Middle Right Left Middle Right
2FB 10"×15"
Top 3#5 3#5 3#5
#3@4"
C/C
#3@7"
C/C
#3@4"
C/C
Bottom 3#5 3#5 3#5
Second Floor Beam Steel Schedule

15. Roof Floor Beam Steel Schedule
Mark Size Layer
Longitudinal Reinforcing Stirrup Spacing
Left Middle Right Left Middle Right
RFB 10"×15"
Top 3#5 3#5 3#5
#3@4"
C/C
#3@7"
C/C
#3@4"
C/C
Bottom 3#5 3#5 3#5
Mark Size Layer
Longitudinal Reinforcing Stirrup Spacing
Left Middle Right Left Middle Right
SRB 10"×15"
Top 3#5 3#5 3#5
#3@4"
C/C
#3@7"
C/C
#3@4"
C/C
Bottom 3#5 3#5 3#5
Stair Roof Beam Steel Schedule

16. Typical Landing Beam Steel Schedule
Mark Size Layer
Longitudinal Reinforcing Stirrup Spacing
Left Middle Right Left Middle Right
LB 10"×15"
Top 3#7 3#7 3#7
#3@4"
C/C
#3@7"
C/C
#3@4"
C/C
Bottom 3#7 3#7 3#7
Mark Size Level
Longitudinal
Reinforcing
Tie spacing
C 15"×15"
Footing to GF
8Nos@32mm 13mm@7.5"C/C
GF to 1F
1F to 2F
2F to RF
Column Schedule