This document outlines the planning, analysis, and design of a three-story school building with reinforced concrete framing. It includes the project scope, objectives, methodology, material specifications, software used, structural analysis using STAAD Pro, design of elements like slabs, beams, columns, and footings according to code, and cost estimate of approximately 11.5 crores for a total building area of 66,396 square feet. Reinforcement details are provided for various structural components.

1. PLANNING ,ANALYSIS AND DESIGN
OF
SCHOOL BUILDING (G+2)

2. LIST OF CONTENT
Abstract
Introduction
Scope of the project
Objective of the project
Methodology
Step by step procedure
Material used
Software using
Specifications
Reinforcement details of element
Auto cad drawings
Staad pro analysis report
Staad pro design report
Conclusion
Reference

3. ABSTRACT
 Plinth area = 26,282 sq.ft
 Total area = 66,396 sq.ft
 Rate per sq.ft = Rs1700/- per sq.ft
 Total cost = 11.5 crores
In this project a typical plan for the school building is suggested.
Multi Storey frame analysis and design has been carried out. The rooms
and other amenities are provided based on the guidelines given by
National Building Code 2005.

4.  This project deals with Planning, analysis and design of a three storied
school building with Reinforced Concrete framed structure.
 School building having the plinth area of 66,396 sq.ft. That construct the
present rate of Rs 1,700 /- per sq.ft.
 The total estimation of the building is calculated approximately about
Rs 11.30crores.
 The analysis of Multi-storied frame is done by using STADD PRO
software.
 The design of slabs, beams, columns and footings are carried out by
Limit State Method as per code recommendations of IS - 456 2000,
SP16 –1978 and IS875 (part I, II, III & IV).

5. INTRODUCTION
• A School building should be planned to make it comfortable, Economical
and to meet all requirement of students.
• This school building is designed that the standard sizes.
• The school building is 66,396 sq.ft with all amenities.
• This school building planned to build in Gudimangalam.It’s the main
junction of Pethappampatti,Dharapuram,Udumalpet and Palladam. so, we
choose this place for the project.

6. The proposed school building consist of 30 class rooms, laboratories
and other amenities of Two storey R.C.C frame construction having the
total plinth area 26,282 sq.ft as detailed below:
 Ground floor : 26,282 sq.ft
 First floor : 26,282 sq.ft
 Second floor : 13,832 sq.ft
 Total area : 66,396 sq.ft
We designed the school building as per the Indian Standards and Norms

7. SCOPE OF THE PROJECT
The main scope of this project is to build a school building for student’s
strength of 1500.
The school has to be build to satisfy all requirements of a modern
generation and culture.
The class rooms and other amenities has to be provided as per NBC 2005
provisions.
The analysis and design has to be carried out as per IS 456-2000, SP 16-
1980 and IS 875 code provisions.

8. The planning is made keeping the concept of adequate spacing
and maximum utilization of the plinth area.
Multi storied structures are highly preferred in this generation.
High quality building with economical cost.
Future expansion can be done.

9. OBJECTIVE OF THE PROJECT
The main objective of the project is to design a multi storey school
building.
The room has to be designed as specious, ventilation and air
circulation for the comfort of the students.
The area of class rooms and other rooms are decided as per NBC
code provisions.

10. The circulation area, emergency exit stairs are provided as per
NBC code provisions.
The fire extinguishers, fire alarms and other amenities has to be
provided as per requirements.
Suitable security arrangements, compound walls are provided
for safety requirements.

11. METHODOLOGY
We design the building by using “LIMIT STATE METHOD” as per IS
456-2000 “Bureau Indian Standard”
For a dead load ,live load are designed based upon IS 875 (part1),
(part 2),(part3).
For a analysis of building by using “Substitute frame method (or)
moment distribution method”.

12. STEP BY STEP PROCEDURE
DATA COLLECTION AND PLANNING
SKETCH OF THE STRUCTURE BY USING
AUTOCAD
ANALYSIS OF THE STRUCTURE BY USING
STADDPRO
DESIGN OF THE ELEMENTS

13. MATERIAL USED
Grade of concrete = M20 (1:1.5:3)
Cement = Portland pozzolona cement
Steel = Fe 415

14. SOFTWARE USED
• For design - STAAD pro & manual calculation
• For analysis - STAAD pro v8i
• For planning - AutoCAD

15. SPECIFICATION
• Student class room = 30 No’s
• Staff room = 02 No’s
• Laboratory = 05 No’s
• Office room = 01 No’s
• Principal room = 01 No’s
• Conference Hall = 01 No’s
• Library,P.T,Stationary = 01 No’s for each
• Rest room = 06 No’s

16. REINFORCEMENT DETAILS OF
ELEMENT

17. DETAILING OF SLAB
SIZE OF THE SLAB = 10m x 3m
TYPE OF SLAB = One way continuous slab
SHEAR FORCE = 21.65kN
BENDING MOMENT = 17.86 kN-m
MAIN REINFORCEMENT = 16mm dia bars at 300mm c/c spacing
DISTRIBUTION BARS = 12mm dia bars at 250mm c/c spacing

18. REINFORCEMENT DETAIL OF SLAB

19. DETAILING OF BEAM
SIZE OF THE BEAM = 0.3m x 0.45m
CLEAR SPAN = 9.744m
SHEAR FORCE = 77.88 kN
BENDING MOMENT = 183.79 kN-m
MAIN REINFORCEMENT = 16mm dia bars of 250mm c/c spacing
STIRRUPS = 8 mm dia bars of 150mm c/c spacing

20. REINFORCEMENT OF BEAM

21. DETAILING OF UNIAXIAL COLUMN
Size of the column = 0.3m x 0.3 m
Length of the column = 3.65m
Bending moment = 26.82 kN-m
Main reinforcement = 16mm dia bars of 300mm c/c spacing
Lateral ties = 6 mm dia bars of 300mm c/c spacing

22. DETAILING OF UNIAXIAL COLUMN
8 mm dia of 300 mm c/c

23. DETAILING OF BIAXIAL COLUMN
Size of the column = 0.3m x 0.45 m
Length of the column = 3.65m
Bending moment = 25.46 kN-m
Main reinforcement = 16mm dia bars of 300mm c/c spacing
Lateral ties = 6 mm dia bars of 300mm c/c spacing

24. DETAILING OF BIAXIAL COLUMN
8 mm dia of 300 mm c/c

25. DETAILING OF FOOTING
SIZE OF FOOTING = 2.3m x 2.3m
TYPE OF FOORING = Isolated footing
SHEAR FORCE = 74.82kN
BENDING MOMENT = 124.7 kN-m
MAIN REINFORCEMENT = 16mm dia bars at 250mm c/c spacing
DISTRIBUTION BARS = 16mm dia bars at 250mm c/c spacing

26. REINFORCEMENT OF FOOTING

27. DETAILING OF STAIRCASE
TYPE OF STAIRCASE = Dog-legged staircase
TREAD =300mm
RISE =150mm
LANDING AREA =2m×3.658m
SHEAR FORCE = 20.92kN
BENDING MOMENT = 19.17 kN-m
REINFORCEMENT BARS = 16mm dia bars of 200mm c/c spacing

28. REINFORCEMENT OF STAIRCASE

29. DETAILING OF LINTEL
SIZE OF LINTEL = 0.3m x 0.15m
LENGTH OF LINTEL = 1.626m
SHEAR FORCE = 9.03kN
BENDING MOMENT = 3.67 kN-m
MAIN REINFORCEMENT = 8mm dia bars at 20mm c/c
spacing

30. DETAILING OF SUNSHADE
THICK OF SUNSHADE = 100mm
PROJECTION = 600mm
SHEAR FORCE = 2.6kN
BENDING MOMENT = 0.56 kN-m
MAIN REINFORCEMENT = 8mm dia bars at 200mm c/c spacing

31. DETAILING OF SEPTIC TANK
NO OF USER’S = 100 users
VOLUME OF THE TANK = 33.75 cubic.metre
SIZE OF THE TANK =4.5mx3mx2.5m

32. AUTO CAD DRAWINGS

38. STAAD PRO ANALYSIS
REPORT

39. 3D RENDERING OF THE STRUCTURE

40. DEAD LOAD OF THE STRUCTURE

41. LIVE LOAD OF THE STRUCTURE

42. MEMBER LOAD OF THE STRUCTURE

43. FLOORFINISH LOAD OF THE STRUCTURE

44. STAAD PRO DESIGN REPORT

45. GRAPHICAL REPRESENTATION OF LOAD

46. SHEAR BENDING OF BEAM

47. DEFLECTION OF THE BEAM

48. DEFLECTION OF THE COLUMN

49. CONCRETE DESIGN OF COLUMN

50. CONCRETE DESIGN OF COLUMN

51. DEFLECTION OF THE STRUCTURE

52. CONCLUSION
This project work has offered us to learn and expressing our ideas on the
topics like Planning, Analysis and Designing etc,.
In proposed school building with modern style and meet all
requirements & facilities
Analysis of the frame is carried out by STADD PRO software.
The design adopted is limit state method M2O grade of concrete and
Fe415 grade of steel are used.

53. All structural elements are designed as under reinforced section.
The design of slabs, beams, column and footing were done.
All the drawing presented in this project report was drafted using Auto
CAD.
The beams have been designed by taking maximum bending moment of
analysis results.
The approximate estimation of school building was done
The school building will be beneficial to the people in and around the city.

54. REFERENCE
Code of practice for concrete IS 456 – 2000.
Krishna raju N., (1998) “ advanced reinforced concrete
design”
Varghese P.C., (2004)” limit state design of reinforced
concrete design”,structural publication.
standard building specification.

55.  V.N.Vazirani, & M.M.Ratwani “Analysis of Structures”, Khanka
Publication, New Delhi.
 P.C .Varghese, “Limit State Design of reinforce Concrete,” prentice
hall of India Limited, New Delhi.
 N.Krishna Raju, & R.N Pranesh “Reinforced concrete designing
(ISO456-2000)’’; Lakshmi Publications, New Delhi.
 IS 456 – 2000 (Indian Standard Plain and Reinforced Concrete) Code
of Practice (Fourth Edition).

56. ANY QUERIES…????

57. THANKING YOU…!!!