CONCRETE

1. CONTENTS
 Abstract
 Methodology
 Introduction
 Structural Aspects
 Planning Details
 Analysis
 Design
 Conclusion
 References
 Thank you

2. ABSTRACT
 This project deals with Planning, analysis and
design of a three storied college building with
Reinforced Concrete framed structure.
 The rooms and other amenities are provided based
on the guidelines given by National Building Code
2005.
 The analysis of Multi-storied frame is done by
using STADD PRO Vi8 software.
 The design of slabs, beams, columns and footings
are carried out by Limit State Method as per code
recommendations of IS 456 - 2000, SP 16-1978 and IS
875 (part I, II, III and IV).

3. METHODOLOGY
DATA COLLECTION FOR PLANNING
SKETCH OF THE STRUCTURE BY USING
AUTOCAD
ANALYSIS OF THE STRUCTUTE BY USING
STADD PRO
DESIGN OF THE ELEMENTS

4. INTRODUCTION
 This project deals with the Planning, Analysis and Design of College
Building.
 The proposed site of college building is located at Poosaripatti.
 In this project a Three storey building (G+3) .
 The rooms and other amenities are provided based on the guidelines given
by National Building code 2005.
 The Analysis of Multi-storied frame is done by STAAD PRO Vi8.
 The design of slabs, beams, columns and footings are done by Limit
State Method.(As Per IS-456 2000 ,SP 16-1978 and IS 875)

5. STRUCTURAL ASPECTS
 Venue : poosaripatti
 Type of structure : College Building
 No. of storey : G+3
 Area of ground floor : 67,840 sq.ft
 Area of first floor : 67,840 sq.ft
 Area of second and thread floor : 67,840 sq.ft
 Floor height : 3m
 Main wall thickness : 230 mm
 Partition wall thickness : 115 mm
 Material grade : M20, Fe 415

6. PLANNING DETAILS

7. GROUND FLOOR

8. FIRST FLOOR

9. SECOND FLOOR

10. THREAD FLOOR

11. ANALYSIS

13. COLUMN

14. SHEAR BENING

15. BEAM

17. DESIGN

18. DESIGN OF SLAB
S.NO DESCRIBTION DETAILS
1 Size 10m x 3m
2 Type One Way slab
3
Reinforcement
Main
Reinforcement
10mm dia @
280mm c/c
Distribution
Reinforcement
10mm dia @
300mm c/c

20. DESIGN OF T- BEAM
S.NO DESCRIBTION DETAILS
1 Type T- Beam
2 Reinforcement
Compression
Reinforcement
2 bars of 12mm
dia
Tensile
Reinforcement
3 bars of 25mm
dia
Stirrups
8mm dia 2
legged
@300mm
throughout the
length of the
beam

22. DESIGN OF L-BEAM
S.NO DESCRIBTION DETAILS
1 Size 300mm x 450mm
2 Type L-Beam
3
Reinforcement
Tensile
Reinforcement
3 bars of
22mm dia bars
Compression
Reinforcement
2 bars of
20mm dia bars
Shear
Reinforcement
10mm bars@
2 Legged-
Stirrups
@300mm C/C

24. DESIGN OF COLUMN
S.NO DESCRIBTION DETAILS
1 Size 300mm x 300mm
2 Height 3.0m c/c
3 Type Uniaxial Loaded Column
4 Reinforcement
Longitudinal
Reinforcement
4 Nos of 20mm
dia bars
Lateral
Reinforcement
6mm dia bars
@ 280mm c/c.

26. FOOTING

27. DESIGN OF COLUMN
S.NO DESCRIBTION DETAILS
1 Type
Square Footing
2 Depth
500mm
3 Size 2 m x5m
4 Reinforcement
17 Nos. of 12mm dia
bars on both ways

29. CONSLUSION
 A Three stored R.C.C framed structure is designed as a
college building.
Analysis of the frame is carried out by STADD PRO
software.
The design adopted is limit state method M20 grade of
concrete and Fe415 grade of steel are used.
All structural elements are designed as under reinforced
section.
The design of slabs, beams, column and footing were done.

30. REFERENCES
 IS 456 – 2000 (Indian Standard Plain and Reinforced Concrete) Code of Practice
(Fourth Edition)
 IS 875
 N.Krishna Raju, “Advance reinforced concrete designing’’, Tata Mc-
 Graw Hill Publication, New Delhi
 N.Krishna Raju, & R.N Pranesh “Reinforced concrete designing (ISO
 456-2000)’’; Lakshmi Publications, New Delhi.
 Dr.B.C.Punmia, “Soil Mechanics and Foundations”, S.Chand & Co., New Delhi.
 SP: 16 – 1980 (Design Aids for Reinforced Concrete to IS 456)
 P.C .Varghese, “Limit State Design of reinforce Concrete,” prentice hall of India
Limited, New Delhi.
 V.N.Vazirani, & M.M.Ratwani “Analysis of Structures”, Khanka
 Publication, New Delhi.

31. THANK YOU