concrete

1. CONTENTS
 Abstract of the Project
 Introduction
 Structural aspects
 Design elements
 Methodology
 Orientation
 Structural Analysis
 Structural Design and Drawings
 Conclusion
 Reference

2. ABSTRACT
 This project comprised of “PLANNING, ANALYSIS AND DESIGN OF
MARRIAGE HALL USING SHELL STRUCTUE” We planned to build an
innovative and luxurious Marriage hall building in the shape of shell.
 It is a typical reinforcement concrete framed structure having two floors with
a shell at top of the structure. The building is provide with a facilities like luxurious
rooms, stage, parking facilities.
 The main objective, of this project work to master the art of analysis, design
the building using various software’s and manual design.
 The Structure has been designed in detail using Limit State method of design
conforming to IS: 456-2000, SP 16, IS 875(I) and (II). The plan was drawn on using
Auto Cad 2013 and the structural elements were designed using Staad Pro 2014
and the sections details have been obtained.
 The purpose of our project is to give an experience in the field of design and
applying the design principles and to gain the knowledge in practical way.

3. INTRODUCTION
 The planning is made keeping the concept of adequate spacing and maximum
utilization of the plinth area.
 Maximum utilization of land area.
 High quality building with economical cost.
 Adequately spaced rooms, grand look is important. Future expansion can be done.

4. STRUCTURALASPECTS
 Venue - Coimbatore
 Type of structure - marriage hall using shell structure
 No of storey -G+2
 Area of ground floor -27500sq.ft
 Floor height -4m
 Plinth area -72680sq.ft
 Carpet area -14530sq.ft
 Materials grade -M20,Fe415

5. DESIGN ELEMENTS
 Design of shell
 Design of edge beam
 Design of one way shear
 Design of L-beam
 Design of T-beam
 Design of staircase
 Design of footing

6. TYPES OF SHELL STRUCTURES

7. METHODOLOGY
Planning by using
AUTOCAD As per
NBC:2005
Analysis by using
STADD-Pro
Designing
(Manual design)
Conclusion
Structure elements
like
Slab,Beam,Column,
Footing, etc., as per
IS code 456;2000
design aids
SP16;2000

8. PLANNING DETAILS

9. GROUND FLOOR

10. FIRST FLOOR

11. SECOND FLOOR

12. ORIENTATION

13. BEAM ORIENTATION

14. COLUMN ORIENTATION

15. STAAD PRO ANALYSIS

16. 3D STRUCTURE ON STAAD

17. ANALYSIS OF LOAD

18. SHEAR BENDING OF BEAM

19. SHEAR BENDING OF COLUMN

20. REINFORCEMENT DETAILING

21. SLAB REINFORCEMENT

22. T-BEAM REINFORCEMENT DETAILING

23. L-BEAM REINFORCEMENT DETAILING

24. UNI-AXIAL COLUMN DETAILING

25. STAIRCASE REINFORCEMENT DETAILING

26. FOOTING REINFORCEMENT DETAILING

27. EDGE BEAM DESIGN

28. SHELL REINFORCEMENT DETAILING

29. CONCLUSION
 The analysis of the marriage hall building was done based on IS CODE method.
 The analysis shows that the building is safe enough in holding G+1 building.
 The design was made based on limit state design. The calculation were checked
for safety and verified using IS 456:2000, SP: 16 and NBC
 The calculation shows that the building is safe. Hence this design project is safe
one.
 The structure is designed as an economical one provided with good facilities.
 Its multipurpose use i.e. book exhibition and parties

30. REFERNCE
 SP:16-1980 (Design Aids for reinforced concrete to IS456)
 IS456-2000(Indian standard plain reinforced concrete)code of practice (fourth
edition)
 N.Krishnarraju,"Advanced reinforcement concrete designing”Tata Mc-grow hill
publications,new delhi
 Dr.B.C Punmia, “Soil mechanics and foundations”,S.Chand&co.,New Delhi
 P.C Varghese, “ Design of reinforced concrete shells and folded plates PHI”
leaning private limited New Delhi .
 Er.A.P.Arulmanickam M.E., “Structural Engineering”.
 IS 875 for code book provision for designing the reinforcement .
 V.N.Vazirani & M.M.Ratwani, “Concrete Structues”, Khanka publications, New
Delhi.