1. ANALYSIS AND DESIGN OF
MULTISTORY(G+6) HOSTEL BUILDING
AT PSIT CAMPUS
Team Members:
Abhijeet Patel
Arpit singh
Jitendra singh maurya
Najmul Hasan Khan
Rahul
Shivam Rajpoot
Project Guide:
Mr. Anil kumarChaudhary
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2. CONTENTS
INTRODUCTION
OBJECTIVE OF THE STRUCTURAL
DESIGN
CODES
SOFTWARES
STATEMENT OF THE PROJECT
VARIOUS LOADS ON THE STRUCTURE
DESIGN AND ANALYSIS OF BUILDING
CONCLUSION
REFRENCRES
3. OBJECTIVE
We are designing it on a 800 mt2 site it will have 6
floors each floor have 16 rooms.
Four washroom in each floor.
It will cater at least 200 students.
Structure designed should satisfy the citation of ultimate
strength.
Structures should satisfy the serviceability.
It should satisfy the stability against overturning,
sliding, and buckling.
4. INTRODUCTION
Our project is based on the design and analysis of the
multi-storey building.
The present project deals with the analysis of a
multistory Hostel building of G+6 consisting of 16
rooms on each floor. The dead load & live loads are
applied on the beams, columns and slab.
Analysis is done through using STAAD.Pro.
Notation adopted throughout the project is same as in
IS-456-2000.
The aim of design is the achievements of an expectable
probability that structure being designed will perform
satisfactorily during its intended life.
5. SOIL TESTING AND RESULTS
ANALYSIS OF MATERIALS USED
PREPARATION OF SYNOPYSIS
DESIGNING IN AUTO CADD
DESIGNING IN REVIT
ANALYSIS OF STRUCTURE IN
STADD PRO
FINAL REPORT SUBMISSION
WORK PROGRESS CHART
8. LITERATURE REVIEW
s.no. Author topic conclusion
1. Baldev D.Prajapati
& D. R. Panchal
(sept. 2013)
STUDY OF SEISMIC AND WIND EFFECT
ON MULTI STOREY R.C.C., STEEL AND
COMPOSITE BUILDING
We conclude from 21
models of various
building in which R.C.C.
building subjected to the
wind is most critical
Case.
Critical displacement for
WIND is 129, EQ. ZONE-
III is 58 & EQ. ZONE-IV
is 87 is which is less than
the permission limits
(186mm)
2. L. SANTHOSH
KUMAR
(2017, JAN)
ANALYSIS AND DESIGN OF A (G + 6) MULTI
STOREY RESIDENTIAL BUILDING USING
STAAD PRO
1. Designing using
Software’s like Staad
reduces lot of time in
design work.
2. All the List of failed
beams can be
obtained and also
Better Section is
obtained.
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9. THE MAIN OBJECTIVE OF THE DESIGN ARE:
Column design
Beam design
Slab design
10. CODES
IS-456:2000 :DESIGN CODE FOR RCC
STRUCTURES
IS-875(PART 1) :CODE FOR DEAD LOADS
IS-875(PART 2) :CODE FOR IMPOSED LOADS
IS-875(PART 3) :CODE FOR WIND LOADS
IS-1893 :2002 : DESIGN CODE FOR SEISMIC LOAD
11. SOFTWARE'S
This project is mainly based on software and it is
essential to know the details about these software’s
STAAD.Pro(v8i)
AutoCAD
12. STAAD PRO(V8I)
Staad is the powerful design software licensed by
Bentley . Staad stands for structural analysis and design.
To calculate S.F.D and B.M.D of complex loading beam
it takes about an hour only.
So when it comes up to building with several members
it will taken a week.
Staad pro is a very powerful tool which does this job in
just an hours .Staad is a best alternative for high rise
buildings and multistorey buildings.
13. AUTO CAD
AutoCad is powerful software licensed by auto desk
company and CAD stands for Computer Aided Design.
It is used for drawing different layouts, elevations,
details, sections,different sections can be shown in auto
cad easily.
We used this software for drawing the plan,elevation of
multi storey building.
It is very useful for civil, mechanical, and also electrical
engineer.
18. STATEMENT OF THE PROJECT
Utility of building :-Hostel Building
Total Area of hostel:-800 sq.m
No of storey's:-G+6
No. of staircases :-7(tread 30cm),(riser 15 cm)
Shape of the building :-rectangular
Type of construction :-R.C.C framed structure
Type of walls :-brick wall,shear wall.
Dimension of room:-342x570cm.
Total number of columns:-54
19. COMPONENTS SPECIFICATIONS
COLUMN SPECIFICATIONS:
Size of columns in ground floor is 70cm*100cm.
Size of column in first floor is 70cm*100cm.
Size of column in second floor is 70cm*100mm.
BEAM SPECIFICATIONS:
Size of beam used is 60cm*30cm.
20. GEOMETRIC DETAILS
Ground floor :3.0M
Floor height :3.0M
Height of plinth :30 CM
Depth of foundation :1.5M
21. MATERIAL DETAILS
Concrete Grade : M30
All steel grade : Fe500 grade
Type of steel bars : HYSD
Bearing capacity of Soil : >180 KN/M2
22. DIFFERENT TYPES OF LOADS ON THE
STRUCTURE
Dead loads
Imposed loads
Wind loads
Seismic loads
23. DEAD LOADS
Involves self weight of:-
RCC Slabs
Beams and columns
Plinth
walls
25. IMPOSED LOADS
Imposed also known live loads.
Loads over the floor i.e. Load of persons it is calculated
as 1 KN/m2.
This load is applied over the length of structure.
28. WIND LOADS
Wind is air in motion
Wind loads are calculated according to IS:875(part 3)
Intensity of wind and exposure are applied in the
direction as required
30. LOAD COMBINATIONS
The structures should be analyzed for combination of
loads as in practice we have numbers of loads in various
directions act
Some of the combinations to be checked are
1.5(DL+LL)
1.5(DL+WL)
1.5(DL+LL+WL)
31. S no. load combination
1. Dead load
2. Dead load+ live load on room
3. Dead load + wind load
4. Dead load + seismic load
5. Dead load + live load on room +wind load
6. Dead load + live load on room +seismic load
7. Dead load + live load on passage
8. Dead load + live load on passage + wind load
9. Dead load + live load on passage + seismic load
10. Dead load + live load on auditorium
11. Dead load + live load on dining hall +wind load
12 . Dead load + live load on dining hall + seismic load
13. Dead load + live load on room-seismic load
14. Dead load-seismic load
15. 9 Dead load-1.5 seismic load
2. LOAD COMBINATION USED FOR DESIGN
34. ASSUMPTION AND NOTATION ASSUMED
The notation adopted through out the work is same as in
IS 456-2000.
Using partial safety factors for loads in accordance with
clause 36.4 of IS 456-2000.
Partial safety factor for material in accordance with
clause 36.4.2 IS456-2000 is taken as 1.5 for concrete and
1.15 for steel.
Using partial safety factors in accordance with clause
36.4 of IS 456-2000 combination of load.
(D.L+L.L) 1.5
(D.L +L.L+W.L) 1.2
35. DENSITY OF MATERIAL USED
Plain concrete-24.0KN/m3
Reinforced-25.0KN/m3
Floor material-20.0KN/m3
Brick masonry-19.0KN/m3
Live loads in accordance with IS 875-86
1:-live loads on slab-3 KN/m3
2:-live loads on passage-3 KN/m3
3:-live loads on stair-3 KN/m3
36. RCC ANALYSIS
Code is assigned as IS:456-2000.
The parameters are assigned to the structure
Commands to be given are
1. concrete design
2. define parameters
3. command
37. RESULTS
We find height of m.s.l = 124.5m.
First class building.
Dry density of soil was approximately
1.66(gm/ml).
Permeability of soil was approximately
.205(mm/sec).
38. CONCLUSION
Results obtained are reliable and are within safe
limits.
Components are designed for axial forces acting on
it.
Reinforcement details are correct and are also
manually checked which has given desirable
results.
The design of slab, beam, column, rectangular footing
and staircase are done in limit state method which is safe
at control of deflection and in all aspects.
39. REFERENCES
Structural analysis by S.RAMAMRUTHAM
IS456-2000 CODE used
AUTO CAD & STAAD PRO packages
Design of RCC structures by B.C PUNMIA