The document outlines the planning, design, and structural analysis of a proposed 6000 square foot marriage hall building in Udumalpet. Key aspects include a ground floor plan with marriage hall, kitchen, restrooms, and management room and a similar first floor plan. Structural designs were conducted for the slab, beams, columns, and footing using Limit State design. The one-way slab was designed to carry a 10.5 kN/m2 load. Beams were designed to carry a maximum bending moment of 642 kN.m. Rectangular columns of size 300mmx600mm were designed to carry an ultimate load of 800kN. Strip footings were designed to carry an ultimate load of 1500kN

1. CONTENTS
Abstract of the Project
Methodology
Introduction
Planning Details
Structural Designs
Conclusion

2. ABSTRACT
• Our project deals with the planning, analysis
and design of Marriage hall
• A Marriage hall an essential construction in the
town as located on udumalpet.
• The total building area will be at 6000 Sq.ft
• Our project comprises marriage hall, kitchen,
Bride & toilets, dining hall and management
room.

3. INTRODUCTION
• A building should be planned to make it
comfortable, economical and to meet all the
requirements of the dwellers.
• Functionality, utility, cost, habits, taste and
requirements.It should also be considered in
planning a building.
• The planning of this commercial building is so
planned to meet out all the above factors.

4. STRUCTURAL ASPECTS
 Venue - Udumalpet
 Type of structure - Marriage hall
 No.of storey - G+1
 Area of ground floor - 6000 sq.ft
 Area of first floor - 6000 sq.ft
 Floor height - 3m
 Outer wall thickness - 230 mm
 Partition wall thickness - 115 mm
 Material grade - M20 ,Fe415

5. PLANNING DETAILS

6. GROUND FLOOR

7. FIRST FLOOR

8. STRUCTURAL DESIGN
DESIGN OF SLAB
Slab size = 5m x 13m
It is designed as a one way continuous slab
Effective depth of slab = 195 mm
Overall depth of span = 220 mm
Load Calculation
Total load = 10.5 kN/m²
Design load = 15.75 kN/m²

9. Reinforcement Details
Ast = 1134.27 mm²
Provide 20mm dia bars at 270 mm spacing c/c

10. Nominal Shear force
τᵥ = 0.18 N/mm²
τc = 0.48 N/mm²
Ks * τc>τᵥ
Hence safe in shear
Check for Deflection
deff < d
Hence the deflection is Safe

11. DESIGN OF BEAM
Dimension calculation
d = 1100 mm
D = 1150 mm
Effective span(L)= 13300 mm
Load calculation
Total load = 28.25 kN/m
Factored load = 42.5 kN/m

12. Bending Moment and Shear Force
Mᵤ = 642 kN.m
Vu = 187 KN
Tension Reinforcement
Mᵤ< Mᵤ(limit)
Mᵤ(limit)=1001 kN.m
So,provide singly reinforced.
Ast= 3000 mm²
Provide 16 mm diameter,4 bars at 10 mm
spacing for c/c distance

13. Check for shear
τᵥ=0.56N/mm²
τc =0.36N/mm²
τᵥ < τc
Hence shear in safe
Check for deflection
(I/d)max>(I/d)actual
Hence safe.

14. DESIGN OF COLUMN
Size of column = Uniaxial column
Dimensions
Size of column=300mmx600mm
Ultimate load=800kN
Area of steel required = 2160 𝑚𝑚2

15. Main reinforcement details
16 mm dia bars with 40 mm clear cover
d¹/D = 0.11
From chart SP16 d¹/D = 0.1 will be used
Pᵤ/fck bd = 0.12
Mᵤ/fck bd² = 0.119
P/fck = 0.06
P = 1.20%²
Provide 6 Nos of 20mm dia bars

16. Transverse Reinforcement(Lateral ties)
Spacing is the least of following
16 times main bars = 16 x22 = 352 mm
Hence provide laterals of 8mm @ 300 mm c/c

17. DESIGN OF FOOTING
Size of Column = 300 mm x 500 mm
Ultimate load = 1500kN
Safe bearing capacity of Soil = 185 kN/m²
Grade of Concrete = M20
Grade of Steel = Fe 415

18. Area of footing
A = 8.91 m²
B = 1.89m
L = 3.15m
Size of footing = 2.75mx1.65m
Upward Pressure
Wu = Load acting on footing without
self weight / (Area of footing)
Wu = 277.5 kN/m²

19. Factored B.M for XX (longer direction)
Mux = 195 kNm
Factored B.M for YY (shorter direction)
Muy = 90 kNm
Tension reinforcement ( for shorter direction)
Ast = 465 mm²
Provide 16 mm dia bars spacing 150 mm c/c
Tension reinforcement ( for longer direction)
Ast = 1025 mm²
Provide of 16 mm dia bars spacing 160 mm c/c

20. Check for shear
τc= 0.33N/mm²
Pt= 0.28N/mm²
τv= 0.32N/mm²
Kτc>τv
Hence, shear with in the limit.

21. CONCLUSION
• Analysis of frame is carried out by STADD PRO software.
• The design adopted is limit state method M20 grade of concrete
and Fe 415 grade of steel are used.
• All structural elements are designed as under reinforced section.
• The design of slabs, beams, column and footing were done.
• All the drawings presented in this project report was drafted using
AUTO CADD
• The beams have been designed by taking maximum bending
moment of analysis results.
• We do our best in our potential and hard work in our project.
• We gain lot of experience and knowledge form this project.

22. THANK YOU