2. ABSTRACT
• Our project deals with the planning, analysis and design of Marriage hall
• A Marriage hall an essential construction in every town or village.
• We took these as our project so as to enhance our theoretical knowledge in areas
of planning ,designing ,estimation
• The total building area will beat = 6600 Sq.ft
• The total cost of the building = 1 core 20 lakhs only
• Our project comprises marriage hall, kitchen, Bride & Grooms room‘s, toilets,
dining hall and management room.
• We have proposed to execute our project at pollachi to avoid this risk of the
greater distance.
3. INTRODUCTION
• A building should be planned to make it comfortable, economical and to
meet all the requirements of the dwellers.
• The effort of the planner should be obtain maximum comfort with limited
available resources.
• Functionality, utility, cost, habits, taste, requirements etc.,,,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. PLAN DETAILS
PARTICULARS SIZE
Hall 27.77x11
Dining hall 18.99x8.575
Power Room 2.885x6
Booking Room Size 2.885x4.885
Kitchen 5.885x6
Store Room 137x17
Briders Room 2x2.635
Briders Room Toilet 1.310x2.635
Toilet Size 1.85x1.5
14. DESIGN OF SLAB
S.NO DESCRIPTIONS DETAILS
1 Size 11m × 3m
2 Type One way continuous slab
3
Reinforcement
Interior Span : 20mm Ø @
100 mm c/c
At Support : 20 mm Ø @
1000 mm c/c.
Distribution : 8 mm Ø @
280mm c/c
16. DESIGN OF BEAM
S.NO DESCRIPION DETAILS
1 Type L - Beam
2 Size 230 mm × 450 mm
3 Reinforcement Main rft : 4 nos of 16
mm Ø bars
Shear rft : 8 mm Ø bars
of two legged stirrups
18. DESIGN OF BEAM
S.NO DESCRIPTION DETAILS
1 Type T - Beam
2 Size 230 mm × 450 mm
3 Reinforcement Main rft : 3 nos of 16
mm Ø bars
Shear rft : 8 mm Ø bars
of two legged stirrups
20. DESIGN OF COLUMN
S.NO DESCRIPTIONS DETAILS
1 Size 600mm×600mm
2 Height 3.65 m c/c
3 Type Biaxial loaded column
4 Reinforcement Main rft : 8 nos of 12
mm Ø bars
Lateral ties : 6 mm Ø bars
@ 300 mm c/c
22. DESIGN OF COLUMN
S.NO DESCRIPTIONS DETAILS
1 Size 300mm×300mm
2 Height 3.65 m c/c
3 Type Uniaxial loaded column
4 Reinforcement Main rft : 6 nos of 20 mm
Ø bars
Lateral ties : 6 mm Ø bars
@280 mm c/c
26. • The Single storied R.C.C framed structure is designed as
a Marriage mahal. The rooms and other amenities are
provided on the basis of National Building Code 2005.
• Analysis of the frame is carried out by STADD PRO
software. M2O 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. The Beams have been designed by taking Maximum
Bending Moment and from the analysis results.
CONCLUSION
27. REFERENCES
N.Krishna Raju, “Advance reinforced concrete
designing’’, Tata Mc-
IS 456 – 2000 (Indian Standard Plain and
Reinforced Concrete) Code of Practice (Fourth
Edition)
Graw Hill Publication, New Delhi
N.Krishna Raju, & R.N Pranesh “Reinforced
concrete designing (ISO
456-2000)’’; Lakshmi Publications, New Delhi.
28. 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.
