This document provides details on the planning, analysis, and design of a multi-specialty hospital building project. It includes sections on the abstract, introduction, methodology, planning details, manual design calculations of structural elements according to IS codes, reinforcement detailing, STAAD analysis, references, and conclusion. The proposed hospital is a G+2 building located in Gomangalamputhur with facilities distributed across floors for administrative functions, wards, operating theaters, and more.

1. CONTENT OF PRESENTATION
• ABSTRACT
• INTRODUCTION
• METHODOLOGY
• PLAN DETAILS
• MANUAL DESIGN CALCULATIONS
• REINFORCEMENT DETAILING
• STAAD.PRO ANALYSIS
• REFERENCES
• CONCLUSION

2. ABSTRACT

3. ABSTRACT
 Our project deals with the Planning, Analysis and Design of a Multi-
Speciality Hospital Building. We took this as our project for theoretical
knowledge in the areas of planning and design.
 “HEALTH IS WEALTH” so hospital is an essential thing for man happy
life. We have proposed to execute our project at gomangalamputhur. Our
project comprises of ground floor, first floor and second floor.
 Hospital consist doctors to checking patients for multi-disease, health check
up and surgical operations. In our project, consultant rooms are separately
available for all diseases.
 Basically the hospital building which is more important. Our project serves
to be useful for the public. Special arrangements have been made for the
emergency service and provide the fire safety, emergency exit for the safety
of public.

4. INTRODUCTION

5. INTRODUCTION
“Construction is the important aspect of civil Engineering”. Mankind has
been evolving different kinds of environment with the change and time.
Our project deals with planning, analysis and design of Multi-
Speciality Hospital Building. The proposed site of the hospital building is
located at Gomangalamputhur.
In this project, a two storey building (G+2) has been designed in
detail for a framed connection.
The ground floor consists of administrative office, store, pharmacy,
consultancy room, OP ward, doctor’s room, etc.,
The first floor consist of general wards, consultancy rooms,
operation theatre, emergency ward, etc., The second floor consist of general
wards, special wards, etc.,

6. The structural aspects
LOCATION : Gomangalamputhur
NAME OF STRUCTURE : Hospital building
FLOOR AREA : 25,400 sq.ft
PLINTH AREA : 17,500 sq.ft
FLOOR HEIGHT : 4.5 m
MAIN WALL THICKNESS : 0.75 ft
PARTITION WALL THICKNESS : 0.5 ft

7. METHODOLOGY &
STAGES OF PROJECT

8. METHODOLOGY
 The planning of Multi-Speciality Hospital Building is done by
using AUTOCADD 2017 software.
 The manual design of our project Multi-Speciality Hospital
Building is done as per Limit State method with the reference
of IS 456 : 2000 (Fourth edition) and SP 16 for the design of
structural elements of slabs, beams, columns, staircases, lintel
cum sunshade, footing, septic tank, dispersion trench, water
tank, etc.,
 The analysis of concrete members in our project is analysed
by using STAAD.pro V8i SS6 software.

9. STAGES OF PROJECT
Data collection for planning with the reference of NBC 2005
Planning of the structure using AUTOCADD 2017
Analysing the structure using STAAD.pro V8i SS6
Design of the structural elements by Limit state method using
IS 456 – 2000 & SP-16

10. PLANNING DETAILS

11. GROUND FLOOR PLAN

15. COLUMN LAYOUT

16. MANUAL DESIGN
CALCULATIONS OF
STRUCTURAL MEMBERS
AS PER IS 456 : 2000

17. DESIGN OF SLAB
Size of slab = 9m × 4.8m
Wall thickness = 230mm
Slab thickness = 150mm
Based on the Ly/Lx ratio, here it is found that the
Type of slab = Two way slab
 Main reinforcement
Longer Direction = 20mm Ø bars @ 400mm c/c spacing
Shorter Direction = 20mm Ø bars @ 200mm c/c spacing
 Edge strips
Longer Direction = 8mm Ø bars @ 250mm c/c spacing
Shorter direction = 8mm Ø bars @ 250mm c/c spacing
 Middle strips
Longer Direction = 20mm Ø bars @ 400mm c/c spacing
Shorter Direction = 20mm Ø bars @ 200mm c/c spacing

18. REINFORCEMENT DETAILING OF SLAB

19. DESIGN OF BEAM
Size of beam = 300mm × 450mm
Length of beam = 9150mm
Width of support (Wall thickness)= 230mm
Type of beam = Doubly reinforced beam
 Tension reinforcement
4 no’s of 20mm Ø bars @ bottom
 Compression reinforcement
2 no’s of 20mm Ø bars @ top
 Shear reinforcement or Distribution reinforcement
8mm Ø bars @ 160mm c/c spacing

20. REINFORCEMENT DETAILING OF BEAM

21. DESIGN OF COLUMN
(1) Type of column = Short Uniaxially loaded column
Size of column = 450mm × 300mm
Shape of column = Rectangular column
 Main reinforcement
12 no’s of 16mm Ø bars @ 80mm c/c spacing
 Lateral ties
8mm Ø bars @ 300mm c/c spacing
Contd……

22. (2) Type of column = Short Biaxially Loaded column
Size of column = 300mm × 450mm
Shape of column = Rectangular column
 Main reinforcement
12 no’s of 20mm Ø bars 80mm c/c spacing
 Lateral ties
8mm Ø bars @ 300mm c/c spacing

23. REINFORCEMENT DETAILING OF COLUMN

24. DESIGN OF STAIRCASE
Type of staircase = Dog legged staircase
Tread = 300mm
Riser = 150mm
Width of flight slab = 4.5m
Thickness of flight slab = 150mm
Width of landing = 1.25m
No of flight = 2 no’s
Floor height = 4.5m
 Main reinforcement
16mm Ø bars @ 410mm c/c spacing
 Distribution reinforcement
12mm Ø bars @ 400mm c/c spacing

25. REINFORCEMENT DETAILS OF
STAIRCASE

26. REINFORCEMENT DETAILS OF
FOOTING
Size of column = 300mm × 450mm
Size of footing = 2.75m × 1.65m
Live load = 1000kN
Self weight = 100kN
Safe bearing capacity = 250kN/m^2
Longer Direction
12mm Ø bars @ 400mm c/c spacing
Shorter Direction
12mm Ø bars @ 135mm c/c spacing

27. REINFORCEMENT DETAILS OF LINTEL
CUM SUNSHADE
Size of lintel = 230mm × 150mm
Bearing = 150mm
Width of window = 1.83m
Total Load = 10.185kN/m
 Main reinforcement
Using 4 no’s of 8mm Ø bars
 Shear reinforcement
Using 6mm Ø bars of two legged stirrups

28. Clear projection of sunshade = 600mm
Thickness at centre = 100mm
Thickness at free end = 75mm
Total load = 3.09kN/m
 Main reinforcement
Using 8mm Ø bars @ 200mm c/c spacing
 Distribution reinforcement
Using 6mm Ø bars @ 300mm c/c spacing

29. DESIGN OF UNDER GROUND WATER
TANK
Per capita demand = 135 lit/capita/day
No of persons = 100
Size of tank = 3m × 1.5m × 3.8m
Thickness of tank wall = 230mm
 Main reinforcement
Provide 16mm Ø bars @ 270mm c/c spacing in longer direction
Provide 12mm Ø bars @ 140mm c/c spacing in shorter direction
 Distribution reinforcement
Using 12mm Ø bars @ 400mm c/c spacing in longer direction
Using 12mm Ø bars @ 400mm c/c spacing in shorter direction

30.  Roof slab
8mm Ø bars @ 460mm c/c spacing as both main &
distribution reinforcement
 Base slab
12mm Ø bars @ 170mm c/c spacing as both main &
distribution reinforcement

31. DESIGN OF SEPTIC TANK AND
DISPERSION TRENCH
Septic tank:-
No of users = 100 users per day
Rate of water supply = 120 lit/capita/day
(Assume total quantity of water appears as sewage)
Total capacity of sewage = 26.7m^3
Size of septic tank = 4.5m × 3m × 2.5m
Dispersion trench:-
Flow of sewage = 18.2m^3
No of trenches = 6 no’s
Spacing of trenches = 15m
Percolation rate = 0.204m^3/m^2/day

32. STAAD.PRO ANALYSIS

33. DEAD LOAD ACTING ON THE STRUCTURE

34. LIVE LOAD ACTING ON THE STRUCTURE

35. SHEAR FORCE OF SLAB

36. DEFLECTION IN Z DIRECTION DUE TO LIVE LOAD

37. DEFLECTION IN Z DIRECTION DUE TO DEAD LOAD

40. 3 D RENDERING

41. CONCLUSION

42. CONCLUSION
 Thus we conclude the layout of our hospital building which
satisfy the functional requirements up to a great extend.
 The hospital building consists of two storey building.
 It is designed to stage ground floor, first floor and second floor.
 The building can accommodate 100 patients with all the standard
facilities in it.
 In this project, the action of load on the structure is calculated
and analysis is made using STAAD.Pro software.
 The structural design has been done by using the limit state
method.
 The structural drawing and detailing are prepared for the same.
 On taking this project we have learnt analysis and design of
MULTI – SPECIALITY HOSPITAL BUILDING at every
stage like planning, analysis and design, etc., and thus we got an
opportunity for expressing our ideas on the topic.

43. BIBLIOGRAPHY

44. BIBLIOGRAPHY
 IS 456 : 2000 Plain and Reinforced Concrete – Code of
Practice (Fourth Revision)
 IS 875 – 1987 Code of Practice
 SP : 16 -1980 ( Design Aids for Reinforced Concrete to IS
456)
 Dr.B.C.Punmia, “Soil Mechanics and Foundations”, S.Chand
& Co., New Delhi
 N.Krishna Raju, “Advance Reinforced Concrete Designing”,
Tata Mc-Graw Hill Publication, New Delhi
 Er.A.P.Arulmanickam M.E., “Structural Engineering”
 P.C.Varghese, “Limit State of Design of Reinforced Concrete”,
Prentice hall of India Limited, New Delhi
 V.N.Vazirani & M.M.Ratwani, “Analysis of Structures”,
Khanka Publication, New Delhi

45. QUERIES….???

46. THANK YOU…