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ABSTRACT
This project deals with planning,analysis and design of a hostel
building with reinforced concrete framed structure
The details of the planning is presented in this report
The rooms and other amenities are provided based on the guidelines
given by NATIONAL BUILDING CODE 2005
This hostel building consists of 52 rooms, study room, TV hall,
canteen, gym and other facilities
The analysis of frame is done by using a software known as STADD
PRO
The design of beams, slabs, columns and footings are done by Limit
State Method (AS Per IS 456: 2000, SP 16:1978,IS 800:2007)
INTRODUCTION
Due to the increase in number of schools and colleges the hostel
building are necessary in urban areas.
This project consist of three storey building with required play
ground facilities.
Each floor having a plinth area of 16,563 sq.ft and 52 rooms.
Each floor having 3 Staircases and 2 Toilet facilities.
The design of slabs, beams, columns, footing and staircase are
done by Limit State Method.
PLAN DETAILS
TOTAL PLOT AREA 35,420 Sq.ft
PLINTH AREA/EACH FLOOR 16,563 Sq.ft
TOTAL PLINTH AREA 49,689 Sq.ft
ROOM 10 ft x 17 ft
DINING HALL 137 ftx 17 ft
WARDEN ROOM 10 ft x 17 ft
VERANDAH WIDTH 8 ft
COOKING ROOM 54 ft x 17 ft
STAIR CASE 21 ft x 17 ft
GYM 65 ft x 17 ft
STORE ROOM 22 ft x 17 ft
STORE 34 ft x 17 ft
ABOUT AUTOCAD
AutoCAD is a CAD software application for 2D and 3D
design and drafting.
 It is developed and solved by Autodesk, Inc and was released
in December 1982.
AutoCAD is a vector based drawing application intended for
engineering purpose.
 Commands can be entered at a command line or through
toolbars and menus.
GROUND
FLOOR
PLAN
FIRST AND
SECOND
FLOOR
PLAN
ANALYSIS
ABOUT STADD PRO ANALYSIS
STADD Pro is one of the most used and basic software for analysis
and design of a structure.
STADD Pro is a general purpose structural analysis and design
program with application primarily in the building industry.
Ensure on time and on budget completion of steel , concrete, timber,
aluminum and cold- formed steel projects.
To provide accurate and economical designs to clients and quickly
turnaround change requests.
RESULT
ANALYSIS
BUILDING MODEL
MODEL WITH FIXED FOOTING
BM & SF FOR BEAM
AXIAL LOAD FOR COLUMN
BENDING MOMENT FOR COLUMN
DEFLECTION DIAGRAM OF BEAMS
AXIAL LOAD FOR FOOTING
DESIGN
DESIGN OF SLAB
S.NO DESCRIPTIONS DETAILS
1 Size 6m × 2.74m
2 Type One way continuous slab
3
Reinforcement
Interior Span : 16mm Ø @
300 mm c/c
At Support : 16 mm Ø @
250 mm c/c.
Distribution : 12 mm Ø @
250 mm c/c
REINFORCEMENT DETAILS
DESIGN OF BEAM
S.NO DESCRIPION DETAILS
1 Type L - Beam
2 Size 300 mm × 450 mm
3 Reinforcement Main rft : 2 nos of 16
mm Ø bars
Shear rft : 8 mm Ø bars
of two legged stirrups
REINFORCEMENT DETAILS
DESIGN OF BEAM
S.NO DESCRIPTION DETAILS
1 Type T - Beam
2 Size 300 mm × 450 mm
3 Reinforcement Main rft : 3 nos of 20
mm Ø bars
Shear rft : 8 mm Ø bars
of two legged stirrups
REINFORCEMENT DETAILS
DESIGN OF COLUMN
S.NO DESCRIPTIONS DETAILS
1 Size 300mm×450mm
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
REINFORCEMENT DETAILS
DESIGN OF COLUMN
S.NO DESCRIPTIONS DETAILS
1 Size 300mm×450mm
2 Height 3.65 m c/c
3 Type Uniaxial loaded column
4 Reinforcement Main rft : 4 nos of 25 mm
Ø bars
Lateral ties : 6 mm Ø bars
@280 mm c/c
REINFORCEMENT DETAILS
DESIGN OF FOOTING
S.NO DESCRIPTIONS DETAILS
1
Type Rectangular footing
2
Depth 580 mm
3
Size 2m×3m
4
Reinforcement 16 mm Ø bars with 135mm
C/C on longer side.
16 mm Ø bars with 340mm
C/C on shorter side.
REINFORCEMENT DETAILS
DESIGN OF RECTANGULAR
FOOTING
DESIGN OF STAIRCASE
S.NO DESCRIPION DETAILS
1 Type Dog Legged staircase
2 Dimensions Tread = 300 mm , Rise = 150
mm,
Height of Floor = 3.65 m
3 Reinforcement Main rft : 16 mm Ø bars @
346 mm c/c
Dist rft : 8 mm Ø bars @ 230
mm c/c
REINFORCEMENT DETAILS
• The Three storied R.C.C framed structure is designed as a
Hostel building. 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
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.
 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.
ANY QUIRIES???
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VICKY GRP.pptx

  • 1. ABSTRACT This project deals with planning,analysis and design of a hostel building with reinforced concrete framed structure The details of the planning is presented in this report The rooms and other amenities are provided based on the guidelines given by NATIONAL BUILDING CODE 2005 This hostel building consists of 52 rooms, study room, TV hall, canteen, gym and other facilities The analysis of frame is done by using a software known as STADD PRO The design of beams, slabs, columns and footings are done by Limit State Method (AS Per IS 456: 2000, SP 16:1978,IS 800:2007)
  • 2. INTRODUCTION Due to the increase in number of schools and colleges the hostel building are necessary in urban areas. This project consist of three storey building with required play ground facilities. Each floor having a plinth area of 16,563 sq.ft and 52 rooms. Each floor having 3 Staircases and 2 Toilet facilities. The design of slabs, beams, columns, footing and staircase are done by Limit State Method.
  • 3. PLAN DETAILS TOTAL PLOT AREA 35,420 Sq.ft PLINTH AREA/EACH FLOOR 16,563 Sq.ft TOTAL PLINTH AREA 49,689 Sq.ft ROOM 10 ft x 17 ft DINING HALL 137 ftx 17 ft WARDEN ROOM 10 ft x 17 ft VERANDAH WIDTH 8 ft COOKING ROOM 54 ft x 17 ft STAIR CASE 21 ft x 17 ft GYM 65 ft x 17 ft STORE ROOM 22 ft x 17 ft STORE 34 ft x 17 ft
  • 4. ABOUT AUTOCAD AutoCAD is a CAD software application for 2D and 3D design and drafting.  It is developed and solved by Autodesk, Inc and was released in December 1982. AutoCAD is a vector based drawing application intended for engineering purpose.  Commands can be entered at a command line or through toolbars and menus.
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  • 11. ABOUT STADD PRO ANALYSIS STADD Pro is one of the most used and basic software for analysis and design of a structure. STADD Pro is a general purpose structural analysis and design program with application primarily in the building industry. Ensure on time and on budget completion of steel , concrete, timber, aluminum and cold- formed steel projects. To provide accurate and economical designs to clients and quickly turnaround change requests.
  • 14. MODEL WITH FIXED FOOTING
  • 15. BM & SF FOR BEAM
  • 16. AXIAL LOAD FOR COLUMN
  • 19. AXIAL LOAD FOR FOOTING
  • 21. DESIGN OF SLAB S.NO DESCRIPTIONS DETAILS 1 Size 6m × 2.74m 2 Type One way continuous slab 3 Reinforcement Interior Span : 16mm Ø @ 300 mm c/c At Support : 16 mm Ø @ 250 mm c/c. Distribution : 12 mm Ø @ 250 mm c/c
  • 23. DESIGN OF BEAM S.NO DESCRIPION DETAILS 1 Type L - Beam 2 Size 300 mm × 450 mm 3 Reinforcement Main rft : 2 nos of 16 mm Ø bars Shear rft : 8 mm Ø bars of two legged stirrups
  • 25. DESIGN OF BEAM S.NO DESCRIPTION DETAILS 1 Type T - Beam 2 Size 300 mm × 450 mm 3 Reinforcement Main rft : 3 nos of 20 mm Ø bars Shear rft : 8 mm Ø bars of two legged stirrups
  • 27. DESIGN OF COLUMN S.NO DESCRIPTIONS DETAILS 1 Size 300mm×450mm 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
  • 29. DESIGN OF COLUMN S.NO DESCRIPTIONS DETAILS 1 Size 300mm×450mm 2 Height 3.65 m c/c 3 Type Uniaxial loaded column 4 Reinforcement Main rft : 4 nos of 25 mm Ø bars Lateral ties : 6 mm Ø bars @280 mm c/c
  • 31. DESIGN OF FOOTING S.NO DESCRIPTIONS DETAILS 1 Type Rectangular footing 2 Depth 580 mm 3 Size 2m×3m 4 Reinforcement 16 mm Ø bars with 135mm C/C on longer side. 16 mm Ø bars with 340mm C/C on shorter side.
  • 32. REINFORCEMENT DETAILS DESIGN OF RECTANGULAR FOOTING
  • 33. DESIGN OF STAIRCASE S.NO DESCRIPION DETAILS 1 Type Dog Legged staircase 2 Dimensions Tread = 300 mm , Rise = 150 mm, Height of Floor = 3.65 m 3 Reinforcement Main rft : 16 mm Ø bars @ 346 mm c/c Dist rft : 8 mm Ø bars @ 230 mm c/c
  • 35. • The Three storied R.C.C framed structure is designed as a Hostel building. 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
  • 36. 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.
  • 37.  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.