RAJIV GANDHI PRODYOGIKI VISHWAVIDYALAYA BHOPAL-462036 NRI INSTITUTE OF INFORMATION SCIENCE &TECHNOLOGY, BHOPAL DEPARTMENT OF CIVIL ENGINEERING SESSION 2014-2015 PROJECT REPORT ON “DESIGN OF MULTISTORY BUILDING PROVIDING RESIDENCE FOR INDUSTRIAL AND COMMERCIAL PURPOSE” GUIDED BY: Prof. Sandeep K Shrivastava Department of Civil Engineering NIIST, Bhopal SUBMITTED BY:- Priyanshu Suryawanshi (0115CE111030) Nilesh kumar Patel (0115CE111026) Sraddhanand Meshram (0115CE111049) Suresh Chakrawarti (0115CE111057) Suraj Mishra (0115CE111056) 1
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We hereby declare that the work which is being presented in the project report entitled “DESIGN OF MULTISTOREY
BUILDING PROVIDING RESIDENCE FOR INDUSTRIAL AND COMMERCIAL PURPOSE”
in the partial fulfillment of Bachelor of Engineering in Civil Engineering is an authentic record of our own work carried
out under the guidance of Prof. Sandeep K Shrivastava. The work has been carried out
at NIIST, Bhopal.The matter embodied in the report has not been submitted
for the award of any other degree or diploma.
The matter embodied in the report has not been submitted for the award of any other degree or diploma.
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NRI INSTITUTE OF INFORMATION SCIENCE &TECHNOLOGY(AFFL. BY RAJIV GANDHI PRODYOGIKI VISHWAVIDYALAYA)
BHOPAL
DEPARTMENT OF CIVIL ENGINEERINGSESSION 2014-2015
CERTIFICATEThis is to certify that Suraj Mishra, Suresh Chakrawarti, NileshKumar Patel, Sraddhanand Meshram, Priyanshu Suryawanshi, students of Fourth year (VII semester) Bachelor of Civil Engineering, NIIST have successfully completed their Major Project Report on “Design of Multistory Building”.We approve the project for the submission for the partial fulfillment of the requirement for the award of degree in Civil Engineering.
Mr. J.P. Nanda Prof. Sandeep K ShrivastavaH.O.D. Project Head Department of Civil Engineering Department of Civil Engineering
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AKNOWLEDGEMENT
We would like to express our deep sense of gratitude to our respected and learned guide Prof. Sandeep K Shrivastavafor his valuable guidance. We are also thankful for his timely encouragement given in completing the project.We are also grateful to respected Mr. J.P. Nanda, HOD (Department of Civil Engineering) NIIST, Bhopal for permitting us to utilize all the necessary facilities of the institution.We would like to thank Dr. S.C.Kapoor, Director NIIST for his valuable encouragement and approval for the project.We are also thankful to all other staff members of our department for their kind co-operation and help.Lastly, we would like to express our deep appreciation towards our classmates and family members for providing us the much needed kind support and encouragement.
The aim of this project is to design a Multistory Building (G+2) for residential purpose, taking earthquake load into consideration.Multistory buildings are very commonly seen in cities. Construction of such tall buildings are possible only by going to a set of rigidly interconnected beams and column. These rigidly interconnected beams and columns of multi bay and multistoried are called Buildings frames. To avoid long distance of travel, cities are growing vertically rather than horizontally. In other words multistory buildings are preferred in cities.Building laws of many cities permits construction of ground plus three storey buildings without lifts.
The loads from walls and beams are transformed to beams, rotation of beams take place. Since, beams are rigidly connected to column, the rotation of column also take place. Thus any load applied any where on beam is shared by entire network of beam and columns.
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1.2. EFFECTIVE SPAN
As per IS 456-2000, in the analysis of frames, the effective length of members shall be center to centre distance (clause 22.2 d)
1.3. STIFFNESS
For the analysis of frame, the relative stiffness values of various members are required. IS 456-2000 clause suggests the relative stiffness of the members may be based on the moment of inertia of the section. The made shall be consistent for all the members of the structure throughout analysis. It needs arriving at member sizes before designing. The sizes are selected on the basis of architectural, economic and structural considerations.For Beams span to depth ratio preferred is 12 to 15. Width is kept (1/3) to (1/2) of depth, but some times they are fixed on architectural consideration.Column sizes are to be selected on the basis of experience.
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It is to be noted that in Multistory frames, columns of upper stories carry less axial force but more moments, while columns of lower storey carry more axial loads and less moments.Design can roughly estimate the axial load on lower storey column and arrive at sizes of the column.Next two to three stories can have same size. Beyond that, sizes may be reduced. Stiffness of member is given by (I/L).
1.4. LOADS
For Multistory frames Dead load, imposed load (live load), wind load and earthquake loads are important for designing.The IS code suggests following load combination to get designed loads:
It may be analyzed as a set of intersecting frames taking care of loads from triangular pattern of loads from floors. However, IS 456-2000 (Clause 22.42) permits the analysis of frames by approximate methods like:Portal method, cantilever method, Substitute frame method for Dead loads, factor method for wind loads; to arrive at design moments, shear and other forces.We have adopted KANI’S method for frame analysis.
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TYPICAL FLOOR PLAN10
Load due to slab: (KN)A = 13.79+13.79+10.575+10.575 = 48.73
Provide 10Ø @ 100 c/c in each direction at bottom of footing i.e. 12 nos .
min
min
min
2
6
2
2
2
2
4.60.5 1 1
20 4.6 92.95 100.5 1 1 1500 420
415 20 1500 420
623.18
0.0012
0.0012 1500 480 864
, 864
ck ust
y ck
st
st
st
st
st
f MA Bd
f f Bd
X XA X
X X
A mm
A BD
A mm
Use A mm
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Step 7: Check for Shear-The critical; section will be at a distance (d/2) from column face.
Shear Force = Stress X Area = 293.33X{ 1.5²-[(0.200+0.420) X (0.300+0.420)] }= 529.05 KN
Shear stress
Permisible shear stress
OK SAFE.
2 2, [ ( ) ]here Area B b d
0
2
2
529.05
1 0.420
1260 /
0.00126 /
v
v
v
v
V
b d
KN m
N mm
0, 2( ) 2(0.2 0.3) 1here b perimetre l b m
0.25
0.25 20
1.11
ck
c
f
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Fig. Sectional View
Fig. Plan50
CONCLUSION
In this report, a design of Multistory building for residential purpose is presented. We have
successfully completed the planning and designing of a multistory (G+2) structure.
The main key features of project are as follows: Plot size = 20m X 20m Total construction area = 65% of plot size. Total no. of 1BHK Flats = 12
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References
A.K. Jain, Advanced R.C.C. Design. N. Krishna Raju, Reinforced Concrete Design. S.S. Bhavikatti, Advanced R.C.C. Design. IS 456-2000 IS 1893(Part 1) 2002 IS 800-2007