SlideShare ist ein Scribd-Unternehmen logo
1 von 23
Downloaden Sie, um offline zu lesen
B.Q.Rahman
COMPUTER AIDED STRUCTURAL ENGINEERINGCOMPUTER AIDED STRUCTURAL ENGINEERING
FINAL YEAR ‘2007-08,
IIIT-HYDERABAD
DESIGN OF STEEL EXHIBITION
BUILDING
Presentation outline
Architectural Features
Structural Analysis
Structural Design
Bill of Materials (quantity Estimate)
Concluding Remarks
Reference
Architectural Features
Exhibition Hall Dimensions
Dimension of the plot is assumed as
Circular 120m Diameter with 15m Height
Spacing of 20m along the length of the hall
There are 19 stalls of dimensions 20mx14m.
Architectural Drawings
Plan
Elevation
Grid Plan
All Drawings are done by using AUTO CAD 2007
DESIGN OF STEEL STRUCTURE
DESIGN OF STEEL STRUCTURE
Structural Analysis
Structural Analysis is done by
STAAD Pro.2006
Loads Considered
Dead Load
Live Load I S:875 (part 2) – 1987
Wind Load as per I S:875 part 3-1987
Seismic Load as per I S:1893 2002
Load combinations
o DL
o LL
o SL ( +VE X DIRECTION)
o SL (-VE X DIRECTION)
o SL (+VE Z DIRECTION)
o SL (-VE Z DIRECTION)
o WL ( +VE X DIRECTION)
o WL (-VE X DIRECTION)
o WL (+VE Z DIRECTION)
o WL (-VE Z DIRECTION)
o DL +LL
o DL+WL ( FOR ALL 4 DIRECTIONS)
o DL+SL ( FOR ALL 4 DIRECTIONS)
o DL +LL +SL ( FOR ALL 4 DIRECTIONS)
o DL +LL +WL ( FOR ALL 4 DIRECTIONS)
Member Design
Curved beams
Truss element
Bracings
Columns
Base plate
Design of Curved beam
The roof is supported by main curved beams
The wind load is coming on sheeting and is
transferred to the beams
Design Table
load case: DL+LL+WLName
Of
Curve beam
Maximum
Axial Force
(kN)
Maximum
Bending Moment
(kN-m)
Section Provided
11 66.1266.12 144.07144.07
500mm dia
x100mm thick
tubular section.
22 74.9174.91 158.82158.82
33 95.095.0 12.7412.74
Design calculations
The max bending moment for curve beam is 144.07
KN-m
Allowable bearing stress σbc= 165Mpa
Section modulus required
Z(req)=B.M/ σbc= 873.15x10³ mm³
The provided section having Z(pro)= 1066.2x10³ mm³.
Allowable deflection ù= L/325
ù =12.77x10³ /325
ù =39mm
The maximum deflection obtained after analysis =
0.44mm.
The connection between the members are made
directly tube to tube with butt weld.
For welding of tubular truss 4mm fillet weld are
provided.
Truss element
North light roof truss is provided
The member carry direct forces only
The property of the truss is 200mm dia & 50mm thick
Max. compressive force 1391KN.
Max. Tensile force 1124KN
Bracings
Horizontal bracings are provided to the truss
element.
It provides stability against horizontal sway.
The property of the bracing member is 200mm dia &
50mm thick.
Max tensile force 1377KN
Max Compressive force 462KN
Columns/struts
Columns are taking loads from beams, side rails &
truss member.
Length of column is 15 meters.
Column end condition: Fixed-Fixed
Struts end condition: Fixed-pinned
Max Bending Moments in column
52.1KN-m
Max Bending Moments in Strut in 45.1KN-m
Check for compression
Effective length: 0.65x15=9.75m
Assuming permissible compressive stress 110Mpa
Area appox:4527mm²
Tubular 500 is assumed
Slenderness ratio=60<180
From table clauses 5.5.1 αac=122Mpa
Safe load=122x8840/1000=1078KN>498KN(axial load
in the member)
Safe to carry axial load.
Design Base plate
The base plate is designed considering vertical load &
moment.
Taking length of base plate 1.5m
(M/P)=(45x10³/736)=61mm<L/6(250mm)
Width of base plate=(2xp/αxL)=250mm
Now equating bending moment to the moment
resistance t=424mm
Base plate size 1.5x0.25x0.420
Bill of Materials
SL.
NO.
DESCRIPTION TOTAL WEIGHT
kG
1 500 NB Heavy Tube (columns) 591500
2
500 NB Heavy Tube (Beams)
2129600
3 200 NB Heavy Tube (Bracings) 14390
4 30mm plate (Aluminum) 678(m³)
TOTAL WEIGHT= 2735490
Concluding Remarks
Due to curved shape of the roof wind load on theDue to curved shape of the roof wind load on the
structure is reducedstructure is reduced..
Use of light tubular to make it cost effective andUse of light tubular to make it cost effective and
light structurelight structure
Tubular structure gives more load carrying capacityTubular structure gives more load carrying capacity
because more moment of inertiabecause more moment of inertia
Tubes make more aesthetic viewTubes make more aesthetic view
Under dynamic loading tubes have higherUnder dynamic loading tubes have higher
frequency of vibration than any other material.frequency of vibration than any other material.
 Due to accident on Nov 2nd
. I couldn't participated in these
prestigious competition. So kindly accept the PPT slides on behalf
of my absent.
GUIDED BY:
PROFF. Pradeep Kumar Ramancharala
H.O.D-EERC
IIIT-HYDERABAD.
SPECIAL THANKS TO:
1. INSTITUTE FOR STEEL DEVELOPMENT & GROWTH
2. Arijit Guha
Coordinator (Civil Award Competition)

Weitere ähnliche Inhalte

Was ist angesagt?

Design of pile cap
Design of  pile capDesign of  pile cap
Design of pile capPuspendu Ray
 
Gantry Girder Design.pptx
Gantry Girder Design.pptxGantry Girder Design.pptx
Gantry Girder Design.pptxneeraj dubey
 
Pile cap design structural guide
Pile cap design   structural guidePile cap design   structural guide
Pile cap design structural guideAlberto Rosado
 
Calulation of deflection and crack width according to is 456 2000
Calulation of deflection and crack width according to is 456 2000Calulation of deflection and crack width according to is 456 2000
Calulation of deflection and crack width according to is 456 2000Vikas Mehta
 
Steel connections
Steel connectionsSteel connections
Steel connectionsbabunaveen
 
Classification of cross section
Classification of cross sectionClassification of cross section
Classification of cross sectionValmik Mahajan
 
Design of Reinforced Concrete Structure (IS 456:2000)
Design of Reinforced Concrete Structure (IS 456:2000)Design of Reinforced Concrete Structure (IS 456:2000)
Design of Reinforced Concrete Structure (IS 456:2000)MachenLink
 
Design of columns axial load as per IS 456-2000
Design of columns  axial load as per IS 456-2000Design of columns  axial load as per IS 456-2000
Design of columns axial load as per IS 456-2000PraveenKumar Shanmugam
 
DESIGN AND ANALAYSIS OF MULTI STOREY BUILDING USING STAAD PRO
DESIGN AND ANALAYSIS OF MULTI STOREY BUILDING USING STAAD PRODESIGN AND ANALAYSIS OF MULTI STOREY BUILDING USING STAAD PRO
DESIGN AND ANALAYSIS OF MULTI STOREY BUILDING USING STAAD PROAli Meer
 
Design of RCC Lintel
Design of RCC LintelDesign of RCC Lintel
Design of RCC LintelArun Kurali
 
Rcc member design steps
Rcc member design stepsRcc member design steps
Rcc member design stepsDYPCET
 

Was ist angesagt? (20)

Bolted connections
Bolted connectionsBolted connections
Bolted connections
 
Staircase design
Staircase designStaircase design
Staircase design
 
Column design.ppt
Column design.pptColumn design.ppt
Column design.ppt
 
Steel warehouse design report
Steel warehouse design reportSteel warehouse design report
Steel warehouse design report
 
Composite slab
Composite slabComposite slab
Composite slab
 
Design of pile cap
Design of  pile capDesign of  pile cap
Design of pile cap
 
Bridge loading
Bridge loadingBridge loading
Bridge loading
 
Gantry Girder Design.pptx
Gantry Girder Design.pptxGantry Girder Design.pptx
Gantry Girder Design.pptx
 
Beams
Beams Beams
Beams
 
Pile cap design structural guide
Pile cap design   structural guidePile cap design   structural guide
Pile cap design structural guide
 
Calulation of deflection and crack width according to is 456 2000
Calulation of deflection and crack width according to is 456 2000Calulation of deflection and crack width according to is 456 2000
Calulation of deflection and crack width according to is 456 2000
 
Pt slabs
Pt slabsPt slabs
Pt slabs
 
Steel connections
Steel connectionsSteel connections
Steel connections
 
Classification of cross section
Classification of cross sectionClassification of cross section
Classification of cross section
 
Design of Reinforced Concrete Structure (IS 456:2000)
Design of Reinforced Concrete Structure (IS 456:2000)Design of Reinforced Concrete Structure (IS 456:2000)
Design of Reinforced Concrete Structure (IS 456:2000)
 
Design of columns axial load as per IS 456-2000
Design of columns  axial load as per IS 456-2000Design of columns  axial load as per IS 456-2000
Design of columns axial load as per IS 456-2000
 
2.foundation
2.foundation2.foundation
2.foundation
 
DESIGN AND ANALAYSIS OF MULTI STOREY BUILDING USING STAAD PRO
DESIGN AND ANALAYSIS OF MULTI STOREY BUILDING USING STAAD PRODESIGN AND ANALAYSIS OF MULTI STOREY BUILDING USING STAAD PRO
DESIGN AND ANALAYSIS OF MULTI STOREY BUILDING USING STAAD PRO
 
Design of RCC Lintel
Design of RCC LintelDesign of RCC Lintel
Design of RCC Lintel
 
Rcc member design steps
Rcc member design stepsRcc member design steps
Rcc member design steps
 

Andere mochten auch

Structural steel
Structural steelStructural steel
Structural steelvinod singh
 
Steel-vs-concrete and timber
Steel-vs-concrete and timberSteel-vs-concrete and timber
Steel-vs-concrete and timberSheeraz RoMie
 
Construction Presentation
Construction PresentationConstruction Presentation
Construction Presentationankitsurti
 
03 2frame Str Steel Jan07sbq&C2213&42
03 2frame Str Steel  Jan07sbq&C2213&4203 2frame Str Steel  Jan07sbq&C2213&42
03 2frame Str Steel Jan07sbq&C2213&42nik kin
 
Geometric design of the track
Geometric design of the trackGeometric design of the track
Geometric design of the trackT.Naga Anusha
 
Water cycle and water budget
Water cycle and water budgetWater cycle and water budget
Water cycle and water budgetMohsin Siddique
 
Precipitation and its estimation
Precipitation and its estimationPrecipitation and its estimation
Precipitation and its estimationMohsin Siddique
 
Points and crossings ( special assigments )
Points and crossings ( special assigments )Points and crossings ( special assigments )
Points and crossings ( special assigments )hiranrathva
 
Stream flow measurement
Stream flow measurementStream flow measurement
Stream flow measurementMOHIT MAYOOR
 
Geometric desing of railway track
Geometric desing of railway trackGeometric desing of railway track
Geometric desing of railway trackmohitjain123
 
Points and crossings
Points and crossingsPoints and crossings
Points and crossingshiranrathva
 
Ch5 Plate Girder Bridges (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Me...
Ch5 Plate Girder Bridges (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Me...Ch5 Plate Girder Bridges (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Me...
Ch5 Plate Girder Bridges (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Me...Hossam Shafiq II
 
Railway engineering
Railway engineeringRailway engineering
Railway engineeringhiranrathva
 

Andere mochten auch (20)

Steel structures
Steel structuresSteel structures
Steel structures
 
Steel & Construction
Steel & ConstructionSteel & Construction
Steel & Construction
 
Structural steel
Structural steelStructural steel
Structural steel
 
Steel-vs-concrete and timber
Steel-vs-concrete and timberSteel-vs-concrete and timber
Steel-vs-concrete and timber
 
Construction Presentation
Construction PresentationConstruction Presentation
Construction Presentation
 
Steel
Steel Steel
Steel
 
Steel structure
Steel structureSteel structure
Steel structure
 
The History of Steel
The History of SteelThe History of Steel
The History of Steel
 
03 2frame Str Steel Jan07sbq&C2213&42
03 2frame Str Steel  Jan07sbq&C2213&4203 2frame Str Steel  Jan07sbq&C2213&42
03 2frame Str Steel Jan07sbq&C2213&42
 
Steel
SteelSteel
Steel
 
Station yards
Station yardsStation yards
Station yards
 
Geometric design of the track
Geometric design of the trackGeometric design of the track
Geometric design of the track
 
Water cycle and water budget
Water cycle and water budgetWater cycle and water budget
Water cycle and water budget
 
Precipitation and its estimation
Precipitation and its estimationPrecipitation and its estimation
Precipitation and its estimation
 
Points and crossings ( special assigments )
Points and crossings ( special assigments )Points and crossings ( special assigments )
Points and crossings ( special assigments )
 
Stream flow measurement
Stream flow measurementStream flow measurement
Stream flow measurement
 
Geometric desing of railway track
Geometric desing of railway trackGeometric desing of railway track
Geometric desing of railway track
 
Points and crossings
Points and crossingsPoints and crossings
Points and crossings
 
Ch5 Plate Girder Bridges (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Me...
Ch5 Plate Girder Bridges (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Me...Ch5 Plate Girder Bridges (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Me...
Ch5 Plate Girder Bridges (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Me...
 
Railway engineering
Railway engineeringRailway engineering
Railway engineering
 

Ähnlich wie DESIGN OF STEEL STRUCTURE

Lec 13-14-15-flexural analysis and design of beams-2007-r
Lec 13-14-15-flexural analysis and design of beams-2007-rLec 13-14-15-flexural analysis and design of beams-2007-r
Lec 13-14-15-flexural analysis and design of beams-2007-rCivil Zone
 
Lec 13-14-15-flexural analysis and design of beams-2007-r
Lec 13-14-15-flexural analysis and design of beams-2007-rLec 13-14-15-flexural analysis and design of beams-2007-r
Lec 13-14-15-flexural analysis and design of beams-2007-rMUST,Mirpur AJK,Pakistan
 
IRJET- Design of the Support Structure for the Pipe Line System
IRJET- Design of the Support Structure for the Pipe Line SystemIRJET- Design of the Support Structure for the Pipe Line System
IRJET- Design of the Support Structure for the Pipe Line SystemIRJET Journal
 
project ppt 2 pdf.pdf
project ppt 2 pdf.pdfproject ppt 2 pdf.pdf
project ppt 2 pdf.pdfKarthikMasky
 
Structural Design
Structural DesignStructural Design
Structural DesignVj NiroSh
 
Residential Building using Pre-Engineered Steel Beam-Column(G+1)
Residential Building using Pre-Engineered  Steel Beam-Column(G+1)Residential Building using Pre-Engineered  Steel Beam-Column(G+1)
Residential Building using Pre-Engineered Steel Beam-Column(G+1)Humaayun Mohamed
 
design of steel flyover
design of steel flyoverdesign of steel flyover
design of steel flyoverPeer Mohideen
 
Design ppt
Design pptDesign ppt
Design ppttishu001
 
Composite beams-and-slabs1
Composite beams-and-slabs1Composite beams-and-slabs1
Composite beams-and-slabs1Jj Teng
 
Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...
Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...
Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...Kumar Aman
 
Design of Steel Grillage Foundation for an Auditorium
Design of Steel Grillage Foundation for an AuditoriumDesign of Steel Grillage Foundation for an Auditorium
Design of Steel Grillage Foundation for an AuditoriumIRJET Journal
 
Chap-5-T-Girder Example-1.pdf
Chap-5-T-Girder Example-1.pdfChap-5-T-Girder Example-1.pdf
Chap-5-T-Girder Example-1.pdfAberaMamoJaleta
 
Isolated footing design
Isolated footing designIsolated footing design
Isolated footing designsrinu_anduri
 
Design of RCC Column footing
Design of RCC Column footingDesign of RCC Column footing
Design of RCC Column footingArun Kurali
 
Analysis and Design of Residential building.pptx
Analysis and Design of Residential building.pptxAnalysis and Design of Residential building.pptx
Analysis and Design of Residential building.pptxDP NITHIN
 
New Microsoft PowerPoint Presentation.pptx
New Microsoft PowerPoint Presentation.pptxNew Microsoft PowerPoint Presentation.pptx
New Microsoft PowerPoint Presentation.pptxRajeshKumar25548
 
INDUSTRIAL BUILDING GANTRY GIRDER
INDUSTRIAL BUILDING  GANTRY GIRDERINDUSTRIAL BUILDING  GANTRY GIRDER
INDUSTRIAL BUILDING GANTRY GIRDERHarsh Shani
 
Passive Cooling Design Feature for Energy Efficient in PERI Auditorium
Passive Cooling Design Feature for Energy Efficient in PERI AuditoriumPassive Cooling Design Feature for Energy Efficient in PERI Auditorium
Passive Cooling Design Feature for Energy Efficient in PERI AuditoriumIRJET Journal
 

Ähnlich wie DESIGN OF STEEL STRUCTURE (20)

Lec 13-14-15
Lec 13-14-15Lec 13-14-15
Lec 13-14-15
 
Lec 13-14-15-flexural analysis and design of beams-2007-r
Lec 13-14-15-flexural analysis and design of beams-2007-rLec 13-14-15-flexural analysis and design of beams-2007-r
Lec 13-14-15-flexural analysis and design of beams-2007-r
 
Lec 13-14-15-flexural analysis and design of beams-2007-r
Lec 13-14-15-flexural analysis and design of beams-2007-rLec 13-14-15-flexural analysis and design of beams-2007-r
Lec 13-14-15-flexural analysis and design of beams-2007-r
 
IRJET- Design of the Support Structure for the Pipe Line System
IRJET- Design of the Support Structure for the Pipe Line SystemIRJET- Design of the Support Structure for the Pipe Line System
IRJET- Design of the Support Structure for the Pipe Line System
 
project ppt 2 pdf.pdf
project ppt 2 pdf.pdfproject ppt 2 pdf.pdf
project ppt 2 pdf.pdf
 
Structural Design
Structural DesignStructural Design
Structural Design
 
Residential Building using Pre-Engineered Steel Beam-Column(G+1)
Residential Building using Pre-Engineered  Steel Beam-Column(G+1)Residential Building using Pre-Engineered  Steel Beam-Column(G+1)
Residential Building using Pre-Engineered Steel Beam-Column(G+1)
 
design of steel flyover
design of steel flyoverdesign of steel flyover
design of steel flyover
 
Design ppt
Design pptDesign ppt
Design ppt
 
Composite beams-and-slabs1
Composite beams-and-slabs1Composite beams-and-slabs1
Composite beams-and-slabs1
 
Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...
Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...
Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...
 
Design of Steel Grillage Foundation for an Auditorium
Design of Steel Grillage Foundation for an AuditoriumDesign of Steel Grillage Foundation for an Auditorium
Design of Steel Grillage Foundation for an Auditorium
 
Chap-5-T-Girder Example-1.pdf
Chap-5-T-Girder Example-1.pdfChap-5-T-Girder Example-1.pdf
Chap-5-T-Girder Example-1.pdf
 
Isolated footing design
Isolated footing designIsolated footing design
Isolated footing design
 
Design of RCC Column footing
Design of RCC Column footingDesign of RCC Column footing
Design of RCC Column footing
 
Analysis and Design of Residential building.pptx
Analysis and Design of Residential building.pptxAnalysis and Design of Residential building.pptx
Analysis and Design of Residential building.pptx
 
New Microsoft PowerPoint Presentation.pptx
New Microsoft PowerPoint Presentation.pptxNew Microsoft PowerPoint Presentation.pptx
New Microsoft PowerPoint Presentation.pptx
 
INDUSTRIAL BUILDING GANTRY GIRDER
INDUSTRIAL BUILDING  GANTRY GIRDERINDUSTRIAL BUILDING  GANTRY GIRDER
INDUSTRIAL BUILDING GANTRY GIRDER
 
Passive Cooling Design Feature for Energy Efficient in PERI Auditorium
Passive Cooling Design Feature for Energy Efficient in PERI AuditoriumPassive Cooling Design Feature for Energy Efficient in PERI Auditorium
Passive Cooling Design Feature for Energy Efficient in PERI Auditorium
 
unit-3.ppt
unit-3.pptunit-3.ppt
unit-3.ppt
 

Mehr von AHMED NADIM JILANI

Scaffolding by vn prabhu source facebook group survey &amp; engineering de...
Scaffolding  by  vn prabhu source facebook group survey  &amp; engineering de...Scaffolding  by  vn prabhu source facebook group survey  &amp; engineering de...
Scaffolding by vn prabhu source facebook group survey &amp; engineering de...AHMED NADIM JILANI
 
Nanotechnology in civil engineering0
Nanotechnology in civil engineering0Nanotechnology in civil engineering0
Nanotechnology in civil engineering0AHMED NADIM JILANI
 
Corenet montreal 2_13_08_nanotech_materials
Corenet montreal 2_13_08_nanotech_materialsCorenet montreal 2_13_08_nanotech_materials
Corenet montreal 2_13_08_nanotech_materialsAHMED NADIM JILANI
 
Nanotechnology in civil engineering by shahid
Nanotechnology in  civil engineering by shahidNanotechnology in  civil engineering by shahid
Nanotechnology in civil engineering by shahidAHMED NADIM JILANI
 
Nanotechnology in civil engineering by shahid
Nanotechnology in  civil engineering by shahidNanotechnology in  civil engineering by shahid
Nanotechnology in civil engineering by shahidAHMED NADIM JILANI
 
Corenet montreal 2_13_08_nanotech_materials
Corenet montreal 2_13_08_nanotech_materialsCorenet montreal 2_13_08_nanotech_materials
Corenet montreal 2_13_08_nanotech_materialsAHMED NADIM JILANI
 
Nanotechnology in civil engineering
Nanotechnology in civil engineeringNanotechnology in civil engineering
Nanotechnology in civil engineeringAHMED NADIM JILANI
 
Wastewater networks modeling using info works cs
Wastewater networks modeling using info works csWastewater networks modeling using info works cs
Wastewater networks modeling using info works csAHMED NADIM JILANI
 

Mehr von AHMED NADIM JILANI (20)

Scaffolding by vn prabhu source facebook group survey &amp; engineering de...
Scaffolding  by  vn prabhu source facebook group survey  &amp; engineering de...Scaffolding  by  vn prabhu source facebook group survey  &amp; engineering de...
Scaffolding by vn prabhu source facebook group survey &amp; engineering de...
 
Nanotechnology in civil engineering0
Nanotechnology in civil engineering0Nanotechnology in civil engineering0
Nanotechnology in civil engineering0
 
Staadpresentation1 159
Staadpresentation1 159Staadpresentation1 159
Staadpresentation1 159
 
Pres staadpro
Pres staadproPres staadpro
Pres staadpro
 
Corenet montreal 2_13_08_nanotech_materials
Corenet montreal 2_13_08_nanotech_materialsCorenet montreal 2_13_08_nanotech_materials
Corenet montreal 2_13_08_nanotech_materials
 
Ccna day5
Ccna day5Ccna day5
Ccna day5
 
Ccna day4
Ccna day4Ccna day4
Ccna day4
 
Ccna day3
Ccna day3Ccna day3
Ccna day3
 
Ccna day2
Ccna day2Ccna day2
Ccna day2
 
Ccna day1
Ccna day1Ccna day1
Ccna day1
 
What is nanotechnology
What is nanotechnologyWhat is nanotechnology
What is nanotechnology
 
Nanotechnology in civil engineering by shahid
Nanotechnology in  civil engineering by shahidNanotechnology in  civil engineering by shahid
Nanotechnology in civil engineering by shahid
 
What is nanotechnology
What is nanotechnologyWhat is nanotechnology
What is nanotechnology
 
Nanotechnology in civil engineering by shahid
Nanotechnology in  civil engineering by shahidNanotechnology in  civil engineering by shahid
Nanotechnology in civil engineering by shahid
 
Corenet montreal 2_13_08_nanotech_materials
Corenet montreal 2_13_08_nanotech_materialsCorenet montreal 2_13_08_nanotech_materials
Corenet montreal 2_13_08_nanotech_materials
 
Carbon nanotubes
Carbon nanotubesCarbon nanotubes
Carbon nanotubes
 
Nanotechnology in civil engineering
Nanotechnology in civil engineeringNanotechnology in civil engineering
Nanotechnology in civil engineering
 
electrical engineering
electrical engineeringelectrical engineering
electrical engineering
 
Water balance & management
Water balance & managementWater balance & management
Water balance & management
 
Wastewater networks modeling using info works cs
Wastewater networks modeling using info works csWastewater networks modeling using info works cs
Wastewater networks modeling using info works cs
 

Kürzlich hochgeladen

Lecture 1: Basics of trigonometry (surveying)
Lecture 1: Basics of trigonometry (surveying)Lecture 1: Basics of trigonometry (surveying)
Lecture 1: Basics of trigonometry (surveying)Bahzad5
 
Technology Features of Apollo HDD Machine, Its Technical Specification with C...
Technology Features of Apollo HDD Machine, Its Technical Specification with C...Technology Features of Apollo HDD Machine, Its Technical Specification with C...
Technology Features of Apollo HDD Machine, Its Technical Specification with C...Apollo Techno Industries Pvt Ltd
 
How to Write a Good Scientific Paper.pdf
How to Write a Good Scientific Paper.pdfHow to Write a Good Scientific Paper.pdf
How to Write a Good Scientific Paper.pdfRedhwan Qasem Shaddad
 
Nodal seismic construction requirements.pptx
Nodal seismic construction requirements.pptxNodal seismic construction requirements.pptx
Nodal seismic construction requirements.pptxwendy cai
 
Landsman converter for power factor improvement
Landsman converter for power factor improvementLandsman converter for power factor improvement
Landsman converter for power factor improvementVijayMuni2
 
ChatGPT-and-Generative-AI-Landscape Working of generative ai search
ChatGPT-and-Generative-AI-Landscape Working of generative ai searchChatGPT-and-Generative-AI-Landscape Working of generative ai search
ChatGPT-and-Generative-AI-Landscape Working of generative ai searchrohitcse52
 
SATELITE COMMUNICATION UNIT 1 CEC352 REGULATION 2021 PPT BASICS OF SATELITE ....
SATELITE COMMUNICATION UNIT 1 CEC352 REGULATION 2021 PPT BASICS OF SATELITE ....SATELITE COMMUNICATION UNIT 1 CEC352 REGULATION 2021 PPT BASICS OF SATELITE ....
SATELITE COMMUNICATION UNIT 1 CEC352 REGULATION 2021 PPT BASICS OF SATELITE ....santhyamuthu1
 
sdfsadopkjpiosufoiasdoifjasldkjfl a asldkjflaskdjflkjsdsdf
sdfsadopkjpiosufoiasdoifjasldkjfl a asldkjflaskdjflkjsdsdfsdfsadopkjpiosufoiasdoifjasldkjfl a asldkjflaskdjflkjsdsdf
sdfsadopkjpiosufoiasdoifjasldkjfl a asldkjflaskdjflkjsdsdfJulia Kaye
 
Transforming Process Safety Management: Challenges, Benefits, and Transition ...
Transforming Process Safety Management: Challenges, Benefits, and Transition ...Transforming Process Safety Management: Challenges, Benefits, and Transition ...
Transforming Process Safety Management: Challenges, Benefits, and Transition ...soginsider
 
ASME BPVC 2023 Section I para leer y entender
ASME BPVC 2023 Section I para leer y entenderASME BPVC 2023 Section I para leer y entender
ASME BPVC 2023 Section I para leer y entenderjuancarlos286641
 
solar wireless electric vechicle charging system
solar wireless electric vechicle charging systemsolar wireless electric vechicle charging system
solar wireless electric vechicle charging systemgokuldongala
 
Phase noise transfer functions.pptx
Phase noise transfer      functions.pptxPhase noise transfer      functions.pptx
Phase noise transfer functions.pptxSaiGouthamSunkara
 
GENERAL CONDITIONS FOR CONTRACTS OF CIVIL ENGINEERING WORKS
GENERAL CONDITIONS  FOR  CONTRACTS OF CIVIL ENGINEERING WORKS GENERAL CONDITIONS  FOR  CONTRACTS OF CIVIL ENGINEERING WORKS
GENERAL CONDITIONS FOR CONTRACTS OF CIVIL ENGINEERING WORKS Bahzad5
 
Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...
Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...
Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...Sean Meyn
 
The relationship between iot and communication technology
The relationship between iot and communication technologyThe relationship between iot and communication technology
The relationship between iot and communication technologyabdulkadirmukarram03
 
Popular-NO1 Kala Jadu Expert Specialist In Germany Kala Jadu Expert Specialis...
Popular-NO1 Kala Jadu Expert Specialist In Germany Kala Jadu Expert Specialis...Popular-NO1 Kala Jadu Expert Specialist In Germany Kala Jadu Expert Specialis...
Popular-NO1 Kala Jadu Expert Specialist In Germany Kala Jadu Expert Specialis...Amil baba
 
Clutches and brkesSelect any 3 position random motion out of real world and d...
Clutches and brkesSelect any 3 position random motion out of real world and d...Clutches and brkesSelect any 3 position random motion out of real world and d...
Clutches and brkesSelect any 3 position random motion out of real world and d...sahb78428
 
Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...
Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...
Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...amrabdallah9
 
Mohs Scale of Hardness, Hardness Scale.pptx
Mohs Scale of Hardness, Hardness Scale.pptxMohs Scale of Hardness, Hardness Scale.pptx
Mohs Scale of Hardness, Hardness Scale.pptxKISHAN KUMAR
 

Kürzlich hochgeladen (20)

Lecture 1: Basics of trigonometry (surveying)
Lecture 1: Basics of trigonometry (surveying)Lecture 1: Basics of trigonometry (surveying)
Lecture 1: Basics of trigonometry (surveying)
 
Technology Features of Apollo HDD Machine, Its Technical Specification with C...
Technology Features of Apollo HDD Machine, Its Technical Specification with C...Technology Features of Apollo HDD Machine, Its Technical Specification with C...
Technology Features of Apollo HDD Machine, Its Technical Specification with C...
 
How to Write a Good Scientific Paper.pdf
How to Write a Good Scientific Paper.pdfHow to Write a Good Scientific Paper.pdf
How to Write a Good Scientific Paper.pdf
 
Nodal seismic construction requirements.pptx
Nodal seismic construction requirements.pptxNodal seismic construction requirements.pptx
Nodal seismic construction requirements.pptx
 
Landsman converter for power factor improvement
Landsman converter for power factor improvementLandsman converter for power factor improvement
Landsman converter for power factor improvement
 
ChatGPT-and-Generative-AI-Landscape Working of generative ai search
ChatGPT-and-Generative-AI-Landscape Working of generative ai searchChatGPT-and-Generative-AI-Landscape Working of generative ai search
ChatGPT-and-Generative-AI-Landscape Working of generative ai search
 
SATELITE COMMUNICATION UNIT 1 CEC352 REGULATION 2021 PPT BASICS OF SATELITE ....
SATELITE COMMUNICATION UNIT 1 CEC352 REGULATION 2021 PPT BASICS OF SATELITE ....SATELITE COMMUNICATION UNIT 1 CEC352 REGULATION 2021 PPT BASICS OF SATELITE ....
SATELITE COMMUNICATION UNIT 1 CEC352 REGULATION 2021 PPT BASICS OF SATELITE ....
 
sdfsadopkjpiosufoiasdoifjasldkjfl a asldkjflaskdjflkjsdsdf
sdfsadopkjpiosufoiasdoifjasldkjfl a asldkjflaskdjflkjsdsdfsdfsadopkjpiosufoiasdoifjasldkjfl a asldkjflaskdjflkjsdsdf
sdfsadopkjpiosufoiasdoifjasldkjfl a asldkjflaskdjflkjsdsdf
 
Transforming Process Safety Management: Challenges, Benefits, and Transition ...
Transforming Process Safety Management: Challenges, Benefits, and Transition ...Transforming Process Safety Management: Challenges, Benefits, and Transition ...
Transforming Process Safety Management: Challenges, Benefits, and Transition ...
 
Présentation IIRB 2024 Chloe Dufrane.pdf
Présentation IIRB 2024 Chloe Dufrane.pdfPrésentation IIRB 2024 Chloe Dufrane.pdf
Présentation IIRB 2024 Chloe Dufrane.pdf
 
ASME BPVC 2023 Section I para leer y entender
ASME BPVC 2023 Section I para leer y entenderASME BPVC 2023 Section I para leer y entender
ASME BPVC 2023 Section I para leer y entender
 
solar wireless electric vechicle charging system
solar wireless electric vechicle charging systemsolar wireless electric vechicle charging system
solar wireless electric vechicle charging system
 
Phase noise transfer functions.pptx
Phase noise transfer      functions.pptxPhase noise transfer      functions.pptx
Phase noise transfer functions.pptx
 
GENERAL CONDITIONS FOR CONTRACTS OF CIVIL ENGINEERING WORKS
GENERAL CONDITIONS  FOR  CONTRACTS OF CIVIL ENGINEERING WORKS GENERAL CONDITIONS  FOR  CONTRACTS OF CIVIL ENGINEERING WORKS
GENERAL CONDITIONS FOR CONTRACTS OF CIVIL ENGINEERING WORKS
 
Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...
Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...
Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...
 
The relationship between iot and communication technology
The relationship between iot and communication technologyThe relationship between iot and communication technology
The relationship between iot and communication technology
 
Popular-NO1 Kala Jadu Expert Specialist In Germany Kala Jadu Expert Specialis...
Popular-NO1 Kala Jadu Expert Specialist In Germany Kala Jadu Expert Specialis...Popular-NO1 Kala Jadu Expert Specialist In Germany Kala Jadu Expert Specialis...
Popular-NO1 Kala Jadu Expert Specialist In Germany Kala Jadu Expert Specialis...
 
Clutches and brkesSelect any 3 position random motion out of real world and d...
Clutches and brkesSelect any 3 position random motion out of real world and d...Clutches and brkesSelect any 3 position random motion out of real world and d...
Clutches and brkesSelect any 3 position random motion out of real world and d...
 
Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...
Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...
Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...
 
Mohs Scale of Hardness, Hardness Scale.pptx
Mohs Scale of Hardness, Hardness Scale.pptxMohs Scale of Hardness, Hardness Scale.pptx
Mohs Scale of Hardness, Hardness Scale.pptx
 

DESIGN OF STEEL STRUCTURE

  • 1. B.Q.Rahman COMPUTER AIDED STRUCTURAL ENGINEERINGCOMPUTER AIDED STRUCTURAL ENGINEERING FINAL YEAR ‘2007-08, IIIT-HYDERABAD DESIGN OF STEEL EXHIBITION BUILDING
  • 2. Presentation outline Architectural Features Structural Analysis Structural Design Bill of Materials (quantity Estimate) Concluding Remarks Reference
  • 4. Exhibition Hall Dimensions Dimension of the plot is assumed as Circular 120m Diameter with 15m Height Spacing of 20m along the length of the hall There are 19 stalls of dimensions 20mx14m.
  • 5. Architectural Drawings Plan Elevation Grid Plan All Drawings are done by using AUTO CAD 2007
  • 8. Structural Analysis Structural Analysis is done by STAAD Pro.2006
  • 9. Loads Considered Dead Load Live Load I S:875 (part 2) – 1987 Wind Load as per I S:875 part 3-1987 Seismic Load as per I S:1893 2002
  • 10. Load combinations o DL o LL o SL ( +VE X DIRECTION) o SL (-VE X DIRECTION) o SL (+VE Z DIRECTION) o SL (-VE Z DIRECTION) o WL ( +VE X DIRECTION) o WL (-VE X DIRECTION) o WL (+VE Z DIRECTION) o WL (-VE Z DIRECTION) o DL +LL o DL+WL ( FOR ALL 4 DIRECTIONS) o DL+SL ( FOR ALL 4 DIRECTIONS) o DL +LL +SL ( FOR ALL 4 DIRECTIONS) o DL +LL +WL ( FOR ALL 4 DIRECTIONS)
  • 11. Member Design Curved beams Truss element Bracings Columns Base plate
  • 12. Design of Curved beam The roof is supported by main curved beams The wind load is coming on sheeting and is transferred to the beams
  • 13. Design Table load case: DL+LL+WLName Of Curve beam Maximum Axial Force (kN) Maximum Bending Moment (kN-m) Section Provided 11 66.1266.12 144.07144.07 500mm dia x100mm thick tubular section. 22 74.9174.91 158.82158.82 33 95.095.0 12.7412.74
  • 14. Design calculations The max bending moment for curve beam is 144.07 KN-m Allowable bearing stress σbc= 165Mpa Section modulus required Z(req)=B.M/ σbc= 873.15x10³ mm³ The provided section having Z(pro)= 1066.2x10³ mm³.
  • 15. Allowable deflection ù= L/325 ù =12.77x10³ /325 ù =39mm The maximum deflection obtained after analysis = 0.44mm. The connection between the members are made directly tube to tube with butt weld. For welding of tubular truss 4mm fillet weld are provided.
  • 16. Truss element North light roof truss is provided The member carry direct forces only The property of the truss is 200mm dia & 50mm thick Max. compressive force 1391KN. Max. Tensile force 1124KN
  • 17. Bracings Horizontal bracings are provided to the truss element. It provides stability against horizontal sway. The property of the bracing member is 200mm dia & 50mm thick. Max tensile force 1377KN Max Compressive force 462KN
  • 18. Columns/struts Columns are taking loads from beams, side rails & truss member. Length of column is 15 meters. Column end condition: Fixed-Fixed Struts end condition: Fixed-pinned Max Bending Moments in column 52.1KN-m Max Bending Moments in Strut in 45.1KN-m
  • 19. Check for compression Effective length: 0.65x15=9.75m Assuming permissible compressive stress 110Mpa Area appox:4527mm² Tubular 500 is assumed Slenderness ratio=60<180 From table clauses 5.5.1 αac=122Mpa Safe load=122x8840/1000=1078KN>498KN(axial load in the member) Safe to carry axial load.
  • 20. Design Base plate The base plate is designed considering vertical load & moment. Taking length of base plate 1.5m (M/P)=(45x10³/736)=61mm<L/6(250mm) Width of base plate=(2xp/αxL)=250mm Now equating bending moment to the moment resistance t=424mm Base plate size 1.5x0.25x0.420
  • 21. Bill of Materials SL. NO. DESCRIPTION TOTAL WEIGHT kG 1 500 NB Heavy Tube (columns) 591500 2 500 NB Heavy Tube (Beams) 2129600 3 200 NB Heavy Tube (Bracings) 14390 4 30mm plate (Aluminum) 678(m³) TOTAL WEIGHT= 2735490
  • 22. Concluding Remarks Due to curved shape of the roof wind load on theDue to curved shape of the roof wind load on the structure is reducedstructure is reduced.. Use of light tubular to make it cost effective andUse of light tubular to make it cost effective and light structurelight structure Tubular structure gives more load carrying capacityTubular structure gives more load carrying capacity because more moment of inertiabecause more moment of inertia Tubes make more aesthetic viewTubes make more aesthetic view Under dynamic loading tubes have higherUnder dynamic loading tubes have higher frequency of vibration than any other material.frequency of vibration than any other material.
  • 23.  Due to accident on Nov 2nd . I couldn't participated in these prestigious competition. So kindly accept the PPT slides on behalf of my absent. GUIDED BY: PROFF. Pradeep Kumar Ramancharala H.O.D-EERC IIIT-HYDERABAD. SPECIAL THANKS TO: 1. INSTITUTE FOR STEEL DEVELOPMENT & GROWTH 2. Arijit Guha Coordinator (Civil Award Competition)