Hostel

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
1

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

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.

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.

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

 Better orientation
 Lift
 Better Ventilation
 Fire Protection
 Sanitary Accommodation
 Parking
FACILITIES

SURVEY REPORT
SOIL TESTING RESULTS
PROPERTIES OF MATERIALS USED
BUILDING SPECIFICATION

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.
5

THE MAIN OBJECTIVE OF THE DESIGN ARE:
 Column design
 Beam design
 Slab design

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

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

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.

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.

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

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.

GEOMETRIC DETAILS
 Ground floor :3.0M
 Floor height :3.0M
 Height of plinth :30 CM
 Depth of foundation :1.5M

MATERIAL DETAILS
 Concrete Grade : M30
 All steel grade : Fe500 grade
 Type of steel bars : HYSD
 Bearing capacity of Soil : >180 KN/M2

DIFFERENT TYPES OF LOADS ON THE
STRUCTURE
 Dead loads
 Imposed loads
 Wind loads
 Seismic loads

DEAD LOADS
 Involves self weight of:-
 RCC Slabs
 Beams and columns
 Plinth
 walls

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.

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

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)

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

MAIN AND SHEAR REINFORCEMENT DETAIL OF
BEAM

MAIN AND SHEAR REINFORCEMENT OF BEAM

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

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

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

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).

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.

REFERENCES
 Structural analysis by S.RAMAMRUTHAM
 IS456-2000 CODE used
 AUTO CAD & STAAD PRO packages
 Design of RCC structures by B.C PUNMIA

Hostel

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