Civil Engineer

1. Presented By
Mohd Usama
Mohd. Andallah
Mohd Ayaz
Sufiyan Mirza
Bilal Ahmed
B.Tech (Civil) 4th Year
Department of Civil Engineering
Glocal University
UNDER THE GUIDANCE OF
Md. Jamirul Islam
(Assistant Professor)

2. Large civil engineering project are being executed in all over country
in order to enhance the infrastructure of the country. Building
construction is an ancient human activity. Building construction, the
techniques involved in the assembly and erection of structures,
primarily those used to provide shelter.
It is a MIG(Middle income group) House which consist of two floor.
Each floor has two room, Dining area + hall, Kitchen and as well as
washing area. It also has a parking for a two wheeler

4. Building Floor Plan
Ground Floor Plan

5. Building Floor Plan
1st Floor Plan

6.  Room 1st = 20' x 15 '
 Room 2nd = 13' x 15'
 Store room = 5' x 5'
 Dining & hall area = 15' x 10'
 Kitchen = 5' x 10'
 Washroom = 5' x 8'
 Shaft = 5' x 2'
 Entrance area with staircase = 9' x 9'
 Toilet = 3' 9'' x 6'
 Washing area = 5' x 6'

8. Plan of Slab

9. The Slab can be divided into two parts.
 One way Slab ( ≤ 2)
 Two way Slab ( > 2)
Our slab is divided into 6 parts in which 2 are two way and 4 are one
way slab
In this slab we provide M25 grade of concrete and Fe415
Reinforcement
We provide the slab thickness is 150mm
Designed by Limit stress method

10. 1. Steel bar used in the beam is Fe415
2. Bar Dimensions are 8mm, 10mm, 12mm
3. Grade of Concrete used in beam is M25

12. 1. A horizontal structure member used to carry vertical
load, shear load & sometime horizontal load.
2. It is a major component of building structure.
3. Any structure member which cross section is much
smaller compare to its length
4. Dimensions of Beam are 450mm x 350mm
5. Clear Cover 50mm

13. 1. Steel bar used in the beam TMT 500
2. Bar Dimensions are 8mm,16mm.
3. Grade of Concrete used in beam is M25

14. Dimension of steel Bars
Dia. of rebar =8mm
Dia. of reinforcement= 16mm
Beam no 6th first Floor

17. 1. A vertical structure member that carry loads mainly in
compression.
2. It might transfer load from ceiling, roof slab, floor
slab or from beam to the floor or foundation.
3. It is a major component of building structure.
4. Dimension of columns are 350mm x 350mm

18. 1. Steel bar used in the beam TMT 415
2. Bar Dimensions are 8mm, 16mm.
3. Grade of Concrete used in beam is M30.
4. Stirrups & Binding Wires.

19. Dimension of steel Bars
Dia. of rebar =8mm
Dia. of reinforcement= 16mm

21. Actual Bearing Capacity Des. Bearing Capacity
For 1st floor Column
1. 361KN 1895.6KN
2. 482KN 1895.6KN
3. 758KN 1895.6KN
For 2nd Floor Column
1. 910KN 1863KN
2. 1240KN 1863KN
3. 1702KN 1863KN

22. We completed the slab design & Beam design in this half semester
and the remaining portion of beam and column design will be
continued in the second half semester for the major project report

23. Duration 1-15
Jan
16-31
Jan
1-15
Feb
16-28
Feb
1-15
March
16-31
March
1-15
April
16-30
April
Design of
Slab
Design of
Beam
Design of
Column
Design of
Foundation
Estimate of
cost