SlideShare a Scribd company logo
DESIGN OF BRIDGE COMPONENT
BY:
VIKAS KUMAR
1055204
UNDER GUIDANCE OF
DR. MANEEK KUMAR MR. SANJAY JAIN
HEAD OF CIVIL DEPTT. DIRECTOR ARCH CONSULTANCY
FACULTY COORDINATER INDUSTRY COORDINATOR
ABOUT ARCH CONSULTANCY
 ESTABLISHED IN JAN,1992
 EXPERTISE IN HIGHWAYS, BRIDGES &
FLYOVER’S DESIGNING
 DESIGN OF TEMPORARY STRUCTURES FOR
FLYOVERS & VIADUCTS INCLUDING DESIGN
OF STAGING , LAUNCHING & ERECTION
SCHEMES FOR PRECAST MEMBERS
INTRODUCTION TO WORK
 DESIGN OF SUBSTRUCTURE
COMPONENTS OF ELEVATED VIADUCT
UNDER PHASE II OF DELHI MRTS
PROJECT.
 DESIGN OF S/S OF ROB CROSSING ON
INDORE-KHALGHAT SECTION ON NH-3
DESIGN OF SUBSTRUCTURE
COMPONENTS INCLUDES
 CALCULATION OF BEARING LOADS
 DESIGN OF PORTAL PIER AND FOUNDATION
BEARING LOAD
CALCULATIONS
ELEVATION
2.20m
16t 16t 16t 16t 16t 16t 16t 16t
11.60m 11.60m5.04m
2.20m
2.20m 2.20m
CALCULATION OF LIVE LOAD
REACTION
BEARING LOAD CALCULATIONS
I. CALCULATE REACTIONS DUE TO SELF
WEIGHT,SIDL & LL
II. CALCULATE ECCENTRICITY DUE TO
CURVATURE,IF ANY,BY -
2/3*RADIUS*(1-COSØ)
III. CALCULATE MOMENT DUE TO
ECCENTRICITY
IV. FIND OUT MOMENT DUE TO
ECCENTRICITY DUE TO ONE TRACK
LOADED
BEARING LOAD CALCULATIONS
v. SEISMIC FORCE ( as per IRC 6:2000)
a) SEISMIC TRANSVERSE FORCE
(DL,SIDL,25%LL)
b) SEISMIC VERTICAL FORCE
(DL,SIDL,50%LL)
BEARING LOAD CALCULATIONS
vi. FIND OUT CENTRIFUGAL FORCE(CF) BY:-
LOAD*V2
/(127*R)
vii. CALCULATE MOMENT DUE TO ‘CF’
viii. MAX & MIN BEARING LOAD
= vertical reaction ± moment
no. of bearings bearing spacing
DESIGN OF PORTAL PIER
& OPEN FOUNDATION
PORTAL FRAME
BOX GIRDER
PORTAL PIER
PORTAL BEAM
12.7m 12.7m
8.4m 6.6m
CENTRE LINE ALIGNMENT
ELASTOMERIC BEARING
PORTAL FRAME
BOX GIRDER
PORTAL PIER
PORTAL BEAM
12.7m 12.7m
8.4m 6.6m
CENTRE LINE ALIGNMENT
ELASTOMERIC BEARING
PORTAL FRAME
BOX GIRDER
PORTAL PIER
PORTAL BEAM
12.7m 12.7m
8.4m 6.6m
CENTRE LINE ALIGNMENT
ELASTOMERIC BEARING
PORTAL FRAME
BOX GIRDER
PORTAL PIER
PORTAL BEAM
12.7m 12.7m
8.4m 6.6m
CENTRE LINE ALIGNMENT
ELASTOMERIC BEARING
PORTAL FRAME
BOX GIRDER
PORTAL PIER
PORTAL BEAM
12.7m 12.7m
8.4m 6.6m
CENTRE LINE ALIGNMENT
ELASTOMERIC BEARING
DESIGN OF PORTAL PIER & OPEN
FOUNDATION
i. LOAD
CALCULATIONS
DESIGN OF PORTAL PIER & OPEN
FOUNDATION
ii. FORCES CALCULATED AS EXPLAINED ARE
APPLIED ON THE IDEALISED STRUCTURE
IN STAAD-PRO
iii. FROM STAAD,FORCES ARE CALCULATED
ON FOUNDATION TOP
iv. CRITICAL LOAD CASES ARE MADE FOR
DESIGN OF FOOTING
DESIGN OF PORTAL PIER & OPEN
FOUNDATION
x. SIZE OF FOOTING IS CHECKED WITH THE
HELP OF LABFIL SOFTWARE (house built
software)
DESIGN OF PORTAL PIER & OPEN
FOUNDATION
xi. FOOTING SIZE IS CHECKED FOR BASE
PRESSURE
xii. FOOTING DEPTH IS CHECKED FOR SHEAR
AND REINFORCEMENT IS CALCULATED
CORRESSPONDING TO BENDING MOMENT
DESIGN OF PORTAL PIER & OPEN
FOUNDATION
xiii. PIER SHAFTS ARE ALSO DESIGNED BY
USING LABFIL SOFTWARE
xiv. FORCES ON TOP OF THE PIER ARE
CALCULATED FROM STAAD
xv. IDEALISATION OF PIER IS MADE AND
REINFORCEMENT IS PROVIDED
DESIGN OF PORTAL PIER & OPEN
FOUNDATION
xvi. THEN BY LABFIL , STRESSES ARE WORKED
OUT WHICH SHOULD BE LESS THAN
PERMISSIBLE.
DESIGN OF S/S OF ROB
ON INDORE-KHALGHAT
SECTION ON NH-3
LOAD CALCULATION
 DL
 SIDL
 LL (70R & CLASS A LOADING)
ELEVATION
PRE-TENSIONED
I-GIRDERS
ELEVATION
SECTION AT SUPPORTS (Y-Y)
SECTION AT CENTRE(Z-Z)
AREA -463125mm2
AREA -570069.44mm2
CLASS-A MOST ECCENTRIC
CLASS-A SYMMETRIC TO G2
CLASS-A TWO LANE
CLASS 70R MOST ECCENTRIC
GRID IDEALISATION
DESIGN OF
ELASTOMERIC BEARING
ELASTOMERIC BEARING DETAIL
te
ts
H
a
ti
c
ti = Thickness of individual layer of elastomer
te = Thickness of top/bottom layer of elastomer
ts = Thickness of steel laminate
c = Side cover
H = Total height of bearing
a = Dimension parallel o the beam
DESIGN OF ELASTOMERIC
BEARING (as per UIC: 772-2R)
i. MEAN PRESSURE:- Pmax/A(10 to 12MPa)
ii. NO SLIP CONDITION
• MIN MEAN PRESSURE- Pmin/A > 2MPa
• TANGENTIAL FORCE< f*P
f- FRICTION COEFFICIENT
i. LIMITATION OF DISTORTION
T> (TRANSLATION IN LONG.
DIRECTION)/0.7
DESIGN OF ELASTOMERIC
BEARING (as per UIC: 772-2R)
iv. NO UPLIFT AT THE EDGE WITH THE LEAST
LOAD
v. NO BUCKLING CONDITION (depend upon the
rubber thickness)
a/10≤T≤a/5
vi. SHEAR STRESS
SHEAR STRESS DUE TO TANGENTIAL
FORCE, NORMAL FORCE & ROTATION < 5 *
SHEAR MODULUS
DESIGN OF ELASTOMERIC
BEARING (as per UIC: 772-2R)
vii. STRENGTH OF PLATES :-
PLATES SHOULD BE ABLE TO WITHSTAND
THE TENSILE FORCES TO WHICH THEY ARE
SUBJECTED TO UNDER NORMAL LOADING
THANK YOU

More Related Content

What's hot

Construction of a High Level Bridge
Construction of a High Level BridgeConstruction of a High Level Bridge
Construction of a High Level Bridge
IJSRD
 
Design and construction of well foundations
Design and construction of well foundationsDesign and construction of well foundations
Design and construction of well foundations
Dar Hilal
 
Railway Engineering-Curves and superelevation
Railway Engineering-Curves and superelevationRailway Engineering-Curves and superelevation
Railway Engineering-Curves and superelevation
Mani Vel
 
Well Foundation
Well FoundationWell Foundation
Well Foundation
akjain_mkt
 
62617938 launching-girder
62617938 launching-girder62617938 launching-girder
62617938 launching-girder
lotuseye
 
Design of arch bridges
Design of arch bridgesDesign of arch bridges
Design of arch bridges
FlourishAdebayo
 
Design steps of foot bridge , stringer and cross girder
Design steps of foot bridge , stringer and cross girderDesign steps of foot bridge , stringer and cross girder
Design steps of foot bridge , stringer and cross girder
Gaurav Ghai
 
Railway Engineering: Turnouts
Railway Engineering: TurnoutsRailway Engineering: Turnouts
Railway Engineering: Turnouts
Vijai Krishnan V
 
Final report
Final reportFinal report
Final report
Sumeet Divatagi
 
Design of rcc structures
Design of rcc structuresDesign of rcc structures
Design of rcc structures
R VIJAYAKUMAR
 
Bridges Functionality and Aesthetics
Bridges Functionality and AestheticsBridges Functionality and Aesthetics
Bridges Functionality and Aesthetics
Loay Ghazaleh MBA, BSc Civil Eng.
 
Bridge engineering
Bridge engineeringBridge engineering
Bridge engineering
Pooja Lonare
 
Machine Foundation Design - An Introduction
Machine Foundation Design - An IntroductionMachine Foundation Design - An Introduction
Machine Foundation Design - An Introduction
Lawrence Galvez
 
Geotechnical Engineering-II [Lec #18: Terzaghi Bearing Capacity Equation]
Geotechnical Engineering-II [Lec #18: Terzaghi Bearing Capacity Equation]Geotechnical Engineering-II [Lec #18: Terzaghi Bearing Capacity Equation]
Geotechnical Engineering-II [Lec #18: Terzaghi Bearing Capacity Equation]
Muhammad Irfan
 
Bridge loading
Bridge loadingBridge loading
Bridge loading
kapilpant12
 
Determining equivalent single wheel load.(ESWL)
Determining equivalent single wheel load.(ESWL) Determining equivalent single wheel load.(ESWL)
Determining equivalent single wheel load.(ESWL)
Imran Nawaz
 
Design of rigid pavements
Design of rigid pavementsDesign of rigid pavements
Design of rigid pavements
GARRE RAVI KUMAR
 
Design of columns biaxial bending as per IS 456-2000
Design of columns  biaxial bending as per IS 456-2000Design of columns  biaxial bending as per IS 456-2000
Design of columns biaxial bending as per IS 456-2000
PraveenKumar Shanmugam
 
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
 
Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...
Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...
Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...
Make Mannan
 

What's hot (20)

Construction of a High Level Bridge
Construction of a High Level BridgeConstruction of a High Level Bridge
Construction of a High Level Bridge
 
Design and construction of well foundations
Design and construction of well foundationsDesign and construction of well foundations
Design and construction of well foundations
 
Railway Engineering-Curves and superelevation
Railway Engineering-Curves and superelevationRailway Engineering-Curves and superelevation
Railway Engineering-Curves and superelevation
 
Well Foundation
Well FoundationWell Foundation
Well Foundation
 
62617938 launching-girder
62617938 launching-girder62617938 launching-girder
62617938 launching-girder
 
Design of arch bridges
Design of arch bridgesDesign of arch bridges
Design of arch bridges
 
Design steps of foot bridge , stringer and cross girder
Design steps of foot bridge , stringer and cross girderDesign steps of foot bridge , stringer and cross girder
Design steps of foot bridge , stringer and cross girder
 
Railway Engineering: Turnouts
Railway Engineering: TurnoutsRailway Engineering: Turnouts
Railway Engineering: Turnouts
 
Final report
Final reportFinal report
Final report
 
Design of rcc structures
Design of rcc structuresDesign of rcc structures
Design of rcc structures
 
Bridges Functionality and Aesthetics
Bridges Functionality and AestheticsBridges Functionality and Aesthetics
Bridges Functionality and Aesthetics
 
Bridge engineering
Bridge engineeringBridge engineering
Bridge engineering
 
Machine Foundation Design - An Introduction
Machine Foundation Design - An IntroductionMachine Foundation Design - An Introduction
Machine Foundation Design - An Introduction
 
Geotechnical Engineering-II [Lec #18: Terzaghi Bearing Capacity Equation]
Geotechnical Engineering-II [Lec #18: Terzaghi Bearing Capacity Equation]Geotechnical Engineering-II [Lec #18: Terzaghi Bearing Capacity Equation]
Geotechnical Engineering-II [Lec #18: Terzaghi Bearing Capacity Equation]
 
Bridge loading
Bridge loadingBridge loading
Bridge loading
 
Determining equivalent single wheel load.(ESWL)
Determining equivalent single wheel load.(ESWL) Determining equivalent single wheel load.(ESWL)
Determining equivalent single wheel load.(ESWL)
 
Design of rigid pavements
Design of rigid pavementsDesign of rigid pavements
Design of rigid pavements
 
Design of columns biaxial bending as per IS 456-2000
Design of columns  biaxial bending as per IS 456-2000Design of columns  biaxial bending as per IS 456-2000
Design of columns biaxial bending as per IS 456-2000
 
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...
 
Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...
Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...
Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...
 

Viewers also liked

Introduction on Theory of Structures
Introduction on Theory of StructuresIntroduction on Theory of Structures
Introduction on Theory of Structures
andyoreta
 
Reinforced slab bridge design(AASHTO allowable stress design method)
Reinforced slab bridge design(AASHTO allowable stress design method)Reinforced slab bridge design(AASHTO allowable stress design method)
Reinforced slab bridge design(AASHTO allowable stress design method)
Shekh Muhsen Uddin Ahmed
 
structural analysis CE engg. solved ex.
structural analysis CE engg. solved ex.structural analysis CE engg. solved ex.
structural analysis CE engg. solved ex.
IMALONE1
 
Structural Analysis - Virtual Work Method
Structural Analysis - Virtual Work MethodStructural Analysis - Virtual Work Method
Structural Analysis - Virtual Work Method
Lablee Mejos
 
Theory of structures
Theory of structuresTheory of structures
Principle of Virtual Work in structural analysis
Principle of Virtual Work in structural analysisPrinciple of Virtual Work in structural analysis
Principle of Virtual Work in structural analysis
Mahdi Damghani
 
Structural Analysis (Solutions) Chapter 9 by Wajahat
Structural Analysis (Solutions) Chapter 9 by WajahatStructural Analysis (Solutions) Chapter 9 by Wajahat
Structural Analysis (Solutions) Chapter 9 by Wajahat
Wajahat Ullah
 
Review of structural analysis
Review of structural analysisReview of structural analysis
Review of structural analysis
Abba Hassan Musa
 
Bridge
Bridge Bridge
Bridge
illpa
 
Bridge engineering
Bridge engineeringBridge engineering
Bridge engineering
Halcrow
 

Viewers also liked (10)

Introduction on Theory of Structures
Introduction on Theory of StructuresIntroduction on Theory of Structures
Introduction on Theory of Structures
 
Reinforced slab bridge design(AASHTO allowable stress design method)
Reinforced slab bridge design(AASHTO allowable stress design method)Reinforced slab bridge design(AASHTO allowable stress design method)
Reinforced slab bridge design(AASHTO allowable stress design method)
 
structural analysis CE engg. solved ex.
structural analysis CE engg. solved ex.structural analysis CE engg. solved ex.
structural analysis CE engg. solved ex.
 
Structural Analysis - Virtual Work Method
Structural Analysis - Virtual Work MethodStructural Analysis - Virtual Work Method
Structural Analysis - Virtual Work Method
 
Theory of structures
Theory of structuresTheory of structures
Theory of structures
 
Principle of Virtual Work in structural analysis
Principle of Virtual Work in structural analysisPrinciple of Virtual Work in structural analysis
Principle of Virtual Work in structural analysis
 
Structural Analysis (Solutions) Chapter 9 by Wajahat
Structural Analysis (Solutions) Chapter 9 by WajahatStructural Analysis (Solutions) Chapter 9 by Wajahat
Structural Analysis (Solutions) Chapter 9 by Wajahat
 
Review of structural analysis
Review of structural analysisReview of structural analysis
Review of structural analysis
 
Bridge
Bridge Bridge
Bridge
 
Bridge engineering
Bridge engineeringBridge engineering
Bridge engineering
 

Similar to Design of bridge component by vikas dhawan

HAFIZ A WAHEED PORTFOLIO 2
HAFIZ A WAHEED PORTFOLIO 2HAFIZ A WAHEED PORTFOLIO 2
HAFIZ A WAHEED PORTFOLIO 2
Hafiz Waheed
 
Shib
ShibShib
SALVACION-SAN-FRANCISCO.pdf road design final
SALVACION-SAN-FRANCISCO.pdf road design finalSALVACION-SAN-FRANCISCO.pdf road design final
SALVACION-SAN-FRANCISCO.pdf road design final
SherwinNatino
 
Report
ReportReport
Report
NOMAN ALI
 
CV Arushini Padayachee
CV Arushini PadayacheeCV Arushini Padayachee
CV Arushini Padayachee
ARUSHINI PADAYACHEE
 
Analysis and Design of RCC Residential Building in StaadPro
Analysis and Design of RCC Residential Building in StaadProAnalysis and Design of RCC Residential Building in StaadPro
Analysis and Design of RCC Residential Building in StaadPro
Roshni Ramakrishnan
 
Technical memorandum -Senior Capstone Project
Technical memorandum -Senior Capstone ProjectTechnical memorandum -Senior Capstone Project
Technical memorandum -Senior Capstone Project
Manzi Roger Dusabimana
 
Dmped vmp rfqp_160218_final draft (dmped comments 2 25 16) (002)_sam_ed_kathl...
Dmped vmp rfqp_160218_final draft (dmped comments 2 25 16) (002)_sam_ed_kathl...Dmped vmp rfqp_160218_final draft (dmped comments 2 25 16) (002)_sam_ed_kathl...
Dmped vmp rfqp_160218_final draft (dmped comments 2 25 16) (002)_sam_ed_kathl...
wandescrown
 
PLANNING DESIGNING AND ANALYSIS OF FLYOVEER BY USING STAAD PRO
PLANNING DESIGNING AND ANALYSIS OF FLYOVEER BY USING STAAD PROPLANNING DESIGNING AND ANALYSIS OF FLYOVEER BY USING STAAD PRO
PLANNING DESIGNING AND ANALYSIS OF FLYOVEER BY USING STAAD PRO
IRJET Journal
 
designage - Profile-1
designage - Profile-1designage - Profile-1
designage - Profile-1
Tushar Patil
 
Legazpi City, Philippines
Legazpi City, PhilippinesLegazpi City, Philippines
Legazpi City, Philippines
Jake Oberlechner
 
Olmsted SAME Article
Olmsted SAME ArticleOlmsted SAME Article
Olmsted SAME Article
David Dale, SES, PE, PMP
 
Muhammad Aamir Javed
Muhammad Aamir JavedMuhammad Aamir Javed
Muhammad Aamir Javed
Aamir Javed
 
full report
full reportfull report
full report
Rakesh Rajendran
 
Planning, scheduling and resource allocation
Planning, scheduling and resource allocationPlanning, scheduling and resource allocation
Planning, scheduling and resource allocation
Jatin Mandhyan
 
LinkedIN_24-07-15
LinkedIN_24-07-15LinkedIN_24-07-15
LinkedIN_24-07-15
ARUSHINI PADAYACHEE
 
Integrated project
Integrated projectIntegrated project
Integrated project
Lee Fong Yen
 
Integrated project
Integrated projectIntegrated project
Integrated project
isyroc
 
Wacker Drive Viaduct Reconstruction
Wacker Drive Viaduct ReconstructionWacker Drive Viaduct Reconstruction
Wacker Drive Viaduct Reconstruction
PostTensioningInstitute
 
Handbook cum coffee table book titled staying with cables a modern construct...
Handbook cum coffee table book titled staying with cables  a modern construct...Handbook cum coffee table book titled staying with cables  a modern construct...
Handbook cum coffee table book titled staying with cables a modern construct...
Rajesh Prasad
 

Similar to Design of bridge component by vikas dhawan (20)

HAFIZ A WAHEED PORTFOLIO 2
HAFIZ A WAHEED PORTFOLIO 2HAFIZ A WAHEED PORTFOLIO 2
HAFIZ A WAHEED PORTFOLIO 2
 
Shib
ShibShib
Shib
 
SALVACION-SAN-FRANCISCO.pdf road design final
SALVACION-SAN-FRANCISCO.pdf road design finalSALVACION-SAN-FRANCISCO.pdf road design final
SALVACION-SAN-FRANCISCO.pdf road design final
 
Report
ReportReport
Report
 
CV Arushini Padayachee
CV Arushini PadayacheeCV Arushini Padayachee
CV Arushini Padayachee
 
Analysis and Design of RCC Residential Building in StaadPro
Analysis and Design of RCC Residential Building in StaadProAnalysis and Design of RCC Residential Building in StaadPro
Analysis and Design of RCC Residential Building in StaadPro
 
Technical memorandum -Senior Capstone Project
Technical memorandum -Senior Capstone ProjectTechnical memorandum -Senior Capstone Project
Technical memorandum -Senior Capstone Project
 
Dmped vmp rfqp_160218_final draft (dmped comments 2 25 16) (002)_sam_ed_kathl...
Dmped vmp rfqp_160218_final draft (dmped comments 2 25 16) (002)_sam_ed_kathl...Dmped vmp rfqp_160218_final draft (dmped comments 2 25 16) (002)_sam_ed_kathl...
Dmped vmp rfqp_160218_final draft (dmped comments 2 25 16) (002)_sam_ed_kathl...
 
PLANNING DESIGNING AND ANALYSIS OF FLYOVEER BY USING STAAD PRO
PLANNING DESIGNING AND ANALYSIS OF FLYOVEER BY USING STAAD PROPLANNING DESIGNING AND ANALYSIS OF FLYOVEER BY USING STAAD PRO
PLANNING DESIGNING AND ANALYSIS OF FLYOVEER BY USING STAAD PRO
 
designage - Profile-1
designage - Profile-1designage - Profile-1
designage - Profile-1
 
Legazpi City, Philippines
Legazpi City, PhilippinesLegazpi City, Philippines
Legazpi City, Philippines
 
Olmsted SAME Article
Olmsted SAME ArticleOlmsted SAME Article
Olmsted SAME Article
 
Muhammad Aamir Javed
Muhammad Aamir JavedMuhammad Aamir Javed
Muhammad Aamir Javed
 
full report
full reportfull report
full report
 
Planning, scheduling and resource allocation
Planning, scheduling and resource allocationPlanning, scheduling and resource allocation
Planning, scheduling and resource allocation
 
LinkedIN_24-07-15
LinkedIN_24-07-15LinkedIN_24-07-15
LinkedIN_24-07-15
 
Integrated project
Integrated projectIntegrated project
Integrated project
 
Integrated project
Integrated projectIntegrated project
Integrated project
 
Wacker Drive Viaduct Reconstruction
Wacker Drive Viaduct ReconstructionWacker Drive Viaduct Reconstruction
Wacker Drive Viaduct Reconstruction
 
Handbook cum coffee table book titled staying with cables a modern construct...
Handbook cum coffee table book titled staying with cables  a modern construct...Handbook cum coffee table book titled staying with cables  a modern construct...
Handbook cum coffee table book titled staying with cables a modern construct...
 

More from Ali Ishaqi

مصحف الأصحاب من الشاطبية والدرة
مصحف الأصحاب من الشاطبية والدرة مصحف الأصحاب من الشاطبية والدرة
مصحف الأصحاب من الشاطبية والدرة
Ali Ishaqi
 
Tanks foundations
Tanks foundationsTanks foundations
Tanks foundationsAli Ishaqi
 
Advanced project management ppts
Advanced project management pptsAdvanced project management ppts
Advanced project management ppts
Ali Ishaqi
 
Sap 2000 شرح تصميم سقف باستخدام برنامج
Sap 2000 شرح تصميم سقف باستخدام برنامجSap 2000 شرح تصميم سقف باستخدام برنامج
Sap 2000 شرح تصميم سقف باستخدام برنامج
Ali Ishaqi
 
Reinforcement detailing
Reinforcement  detailingReinforcement  detailing
Reinforcement detailing
Ali Ishaqi
 
نوطة تعليمية لبرنامج Sap2000
نوطة تعليمية لبرنامج Sap2000نوطة تعليمية لبرنامج Sap2000
نوطة تعليمية لبرنامج Sap2000
Ali Ishaqi
 
مكونات الحاسوب
مكونات الحاسوبمكونات الحاسوب
مكونات الحاسوبAli Ishaqi
 
ساب 2000
ساب 2000ساب 2000
ساب 2000
Ali Ishaqi
 
Islands
IslandsIslands
Islands
Ali Ishaqi
 

More from Ali Ishaqi (9)

مصحف الأصحاب من الشاطبية والدرة
مصحف الأصحاب من الشاطبية والدرة مصحف الأصحاب من الشاطبية والدرة
مصحف الأصحاب من الشاطبية والدرة
 
Tanks foundations
Tanks foundationsTanks foundations
Tanks foundations
 
Advanced project management ppts
Advanced project management pptsAdvanced project management ppts
Advanced project management ppts
 
Sap 2000 شرح تصميم سقف باستخدام برنامج
Sap 2000 شرح تصميم سقف باستخدام برنامجSap 2000 شرح تصميم سقف باستخدام برنامج
Sap 2000 شرح تصميم سقف باستخدام برنامج
 
Reinforcement detailing
Reinforcement  detailingReinforcement  detailing
Reinforcement detailing
 
نوطة تعليمية لبرنامج Sap2000
نوطة تعليمية لبرنامج Sap2000نوطة تعليمية لبرنامج Sap2000
نوطة تعليمية لبرنامج Sap2000
 
مكونات الحاسوب
مكونات الحاسوبمكونات الحاسوب
مكونات الحاسوب
 
ساب 2000
ساب 2000ساب 2000
ساب 2000
 
Islands
IslandsIslands
Islands
 

Recently uploaded

Accounting for Restricted Grants When and How To Record Properly
Accounting for Restricted Grants  When and How To Record ProperlyAccounting for Restricted Grants  When and How To Record Properly
Accounting for Restricted Grants When and How To Record Properly
TechSoup
 
Geography as a Discipline Chapter 1 __ Class 11 Geography NCERT _ Class Notes...
Geography as a Discipline Chapter 1 __ Class 11 Geography NCERT _ Class Notes...Geography as a Discipline Chapter 1 __ Class 11 Geography NCERT _ Class Notes...
Geography as a Discipline Chapter 1 __ Class 11 Geography NCERT _ Class Notes...
ImMuslim
 
Pharmaceutics Pharmaceuticals best of brub
Pharmaceutics Pharmaceuticals best of brubPharmaceutics Pharmaceuticals best of brub
Pharmaceutics Pharmaceuticals best of brub
danielkiash986
 
欧洲杯下注-欧洲杯下注押注官网-欧洲杯下注押注网站|【​网址​🎉ac44.net🎉​】
欧洲杯下注-欧洲杯下注押注官网-欧洲杯下注押注网站|【​网址​🎉ac44.net🎉​】欧洲杯下注-欧洲杯下注押注官网-欧洲杯下注押注网站|【​网址​🎉ac44.net🎉​】
欧洲杯下注-欧洲杯下注押注官网-欧洲杯下注押注网站|【​网址​🎉ac44.net🎉​】
andagarcia212
 
How to Setup Default Value for a Field in Odoo 17
How to Setup Default Value for a Field in Odoo 17How to Setup Default Value for a Field in Odoo 17
How to Setup Default Value for a Field in Odoo 17
Celine George
 
Ch-4 Forest Society and colonialism 2.pdf
Ch-4 Forest Society and colonialism 2.pdfCh-4 Forest Society and colonialism 2.pdf
Ch-4 Forest Society and colonialism 2.pdf
lakshayrojroj
 
A Free 200-Page eBook ~ Brain and Mind Exercise.pptx
A Free 200-Page eBook ~ Brain and Mind Exercise.pptxA Free 200-Page eBook ~ Brain and Mind Exercise.pptx
A Free 200-Page eBook ~ Brain and Mind Exercise.pptx
OH TEIK BIN
 
How to Download & Install Module From the Odoo App Store in Odoo 17
How to Download & Install Module From the Odoo App Store in Odoo 17How to Download & Install Module From the Odoo App Store in Odoo 17
How to Download & Install Module From the Odoo App Store in Odoo 17
Celine George
 
220711130097 Tulip Samanta Concept of Information and Communication Technology
220711130097 Tulip Samanta Concept of Information and Communication Technology220711130097 Tulip Samanta Concept of Information and Communication Technology
220711130097 Tulip Samanta Concept of Information and Communication Technology
Kalna College
 
Haunted Houses by H W Longfellow for class 10
Haunted Houses by H W Longfellow for class 10Haunted Houses by H W Longfellow for class 10
Haunted Houses by H W Longfellow for class 10
nitinpv4ai
 
THE SACRIFICE HOW PRO-PALESTINE PROTESTS STUDENTS ARE SACRIFICING TO CHANGE T...
THE SACRIFICE HOW PRO-PALESTINE PROTESTS STUDENTS ARE SACRIFICING TO CHANGE T...THE SACRIFICE HOW PRO-PALESTINE PROTESTS STUDENTS ARE SACRIFICING TO CHANGE T...
THE SACRIFICE HOW PRO-PALESTINE PROTESTS STUDENTS ARE SACRIFICING TO CHANGE T...
indexPub
 
A Visual Guide to 1 Samuel | A Tale of Two Hearts
A Visual Guide to 1 Samuel | A Tale of Two HeartsA Visual Guide to 1 Samuel | A Tale of Two Hearts
A Visual Guide to 1 Samuel | A Tale of Two Hearts
Steve Thomason
 
skeleton System.pdf (skeleton system wow)
skeleton System.pdf (skeleton system wow)skeleton System.pdf (skeleton system wow)
skeleton System.pdf (skeleton system wow)
Mohammad Al-Dhahabi
 
How to Manage Reception Report in Odoo 17
How to Manage Reception Report in Odoo 17How to Manage Reception Report in Odoo 17
How to Manage Reception Report in Odoo 17
Celine George
 
220711130100 udita Chakraborty Aims and objectives of national policy on inf...
220711130100 udita Chakraborty  Aims and objectives of national policy on inf...220711130100 udita Chakraborty  Aims and objectives of national policy on inf...
220711130100 udita Chakraborty Aims and objectives of national policy on inf...
Kalna College
 
مصحف القراءات العشر أعد أحرف الخلاف سمير بسيوني.pdf
مصحف القراءات العشر   أعد أحرف الخلاف سمير بسيوني.pdfمصحف القراءات العشر   أعد أحرف الخلاف سمير بسيوني.pdf
مصحف القراءات العشر أعد أحرف الخلاف سمير بسيوني.pdf
سمير بسيوني
 
78 Microsoft-Publisher - Sirin Sultana Bora.pptx
78 Microsoft-Publisher - Sirin Sultana Bora.pptx78 Microsoft-Publisher - Sirin Sultana Bora.pptx
78 Microsoft-Publisher - Sirin Sultana Bora.pptx
Kalna College
 
CapTechTalks Webinar Slides June 2024 Donovan Wright.pptx
CapTechTalks Webinar Slides June 2024 Donovan Wright.pptxCapTechTalks Webinar Slides June 2024 Donovan Wright.pptx
CapTechTalks Webinar Slides June 2024 Donovan Wright.pptx
CapitolTechU
 
The basics of sentences session 7pptx.pptx
The basics of sentences session 7pptx.pptxThe basics of sentences session 7pptx.pptx
The basics of sentences session 7pptx.pptx
heathfieldcps1
 
INTRODUCTION TO HOSPITALS & AND ITS ORGANIZATION
INTRODUCTION TO HOSPITALS & AND ITS ORGANIZATION INTRODUCTION TO HOSPITALS & AND ITS ORGANIZATION
INTRODUCTION TO HOSPITALS & AND ITS ORGANIZATION
ShwetaGawande8
 

Recently uploaded (20)

Accounting for Restricted Grants When and How To Record Properly
Accounting for Restricted Grants  When and How To Record ProperlyAccounting for Restricted Grants  When and How To Record Properly
Accounting for Restricted Grants When and How To Record Properly
 
Geography as a Discipline Chapter 1 __ Class 11 Geography NCERT _ Class Notes...
Geography as a Discipline Chapter 1 __ Class 11 Geography NCERT _ Class Notes...Geography as a Discipline Chapter 1 __ Class 11 Geography NCERT _ Class Notes...
Geography as a Discipline Chapter 1 __ Class 11 Geography NCERT _ Class Notes...
 
Pharmaceutics Pharmaceuticals best of brub
Pharmaceutics Pharmaceuticals best of brubPharmaceutics Pharmaceuticals best of brub
Pharmaceutics Pharmaceuticals best of brub
 
欧洲杯下注-欧洲杯下注押注官网-欧洲杯下注押注网站|【​网址​🎉ac44.net🎉​】
欧洲杯下注-欧洲杯下注押注官网-欧洲杯下注押注网站|【​网址​🎉ac44.net🎉​】欧洲杯下注-欧洲杯下注押注官网-欧洲杯下注押注网站|【​网址​🎉ac44.net🎉​】
欧洲杯下注-欧洲杯下注押注官网-欧洲杯下注押注网站|【​网址​🎉ac44.net🎉​】
 
How to Setup Default Value for a Field in Odoo 17
How to Setup Default Value for a Field in Odoo 17How to Setup Default Value for a Field in Odoo 17
How to Setup Default Value for a Field in Odoo 17
 
Ch-4 Forest Society and colonialism 2.pdf
Ch-4 Forest Society and colonialism 2.pdfCh-4 Forest Society and colonialism 2.pdf
Ch-4 Forest Society and colonialism 2.pdf
 
A Free 200-Page eBook ~ Brain and Mind Exercise.pptx
A Free 200-Page eBook ~ Brain and Mind Exercise.pptxA Free 200-Page eBook ~ Brain and Mind Exercise.pptx
A Free 200-Page eBook ~ Brain and Mind Exercise.pptx
 
How to Download & Install Module From the Odoo App Store in Odoo 17
How to Download & Install Module From the Odoo App Store in Odoo 17How to Download & Install Module From the Odoo App Store in Odoo 17
How to Download & Install Module From the Odoo App Store in Odoo 17
 
220711130097 Tulip Samanta Concept of Information and Communication Technology
220711130097 Tulip Samanta Concept of Information and Communication Technology220711130097 Tulip Samanta Concept of Information and Communication Technology
220711130097 Tulip Samanta Concept of Information and Communication Technology
 
Haunted Houses by H W Longfellow for class 10
Haunted Houses by H W Longfellow for class 10Haunted Houses by H W Longfellow for class 10
Haunted Houses by H W Longfellow for class 10
 
THE SACRIFICE HOW PRO-PALESTINE PROTESTS STUDENTS ARE SACRIFICING TO CHANGE T...
THE SACRIFICE HOW PRO-PALESTINE PROTESTS STUDENTS ARE SACRIFICING TO CHANGE T...THE SACRIFICE HOW PRO-PALESTINE PROTESTS STUDENTS ARE SACRIFICING TO CHANGE T...
THE SACRIFICE HOW PRO-PALESTINE PROTESTS STUDENTS ARE SACRIFICING TO CHANGE T...
 
A Visual Guide to 1 Samuel | A Tale of Two Hearts
A Visual Guide to 1 Samuel | A Tale of Two HeartsA Visual Guide to 1 Samuel | A Tale of Two Hearts
A Visual Guide to 1 Samuel | A Tale of Two Hearts
 
skeleton System.pdf (skeleton system wow)
skeleton System.pdf (skeleton system wow)skeleton System.pdf (skeleton system wow)
skeleton System.pdf (skeleton system wow)
 
How to Manage Reception Report in Odoo 17
How to Manage Reception Report in Odoo 17How to Manage Reception Report in Odoo 17
How to Manage Reception Report in Odoo 17
 
220711130100 udita Chakraborty Aims and objectives of national policy on inf...
220711130100 udita Chakraborty  Aims and objectives of national policy on inf...220711130100 udita Chakraborty  Aims and objectives of national policy on inf...
220711130100 udita Chakraborty Aims and objectives of national policy on inf...
 
مصحف القراءات العشر أعد أحرف الخلاف سمير بسيوني.pdf
مصحف القراءات العشر   أعد أحرف الخلاف سمير بسيوني.pdfمصحف القراءات العشر   أعد أحرف الخلاف سمير بسيوني.pdf
مصحف القراءات العشر أعد أحرف الخلاف سمير بسيوني.pdf
 
78 Microsoft-Publisher - Sirin Sultana Bora.pptx
78 Microsoft-Publisher - Sirin Sultana Bora.pptx78 Microsoft-Publisher - Sirin Sultana Bora.pptx
78 Microsoft-Publisher - Sirin Sultana Bora.pptx
 
CapTechTalks Webinar Slides June 2024 Donovan Wright.pptx
CapTechTalks Webinar Slides June 2024 Donovan Wright.pptxCapTechTalks Webinar Slides June 2024 Donovan Wright.pptx
CapTechTalks Webinar Slides June 2024 Donovan Wright.pptx
 
The basics of sentences session 7pptx.pptx
The basics of sentences session 7pptx.pptxThe basics of sentences session 7pptx.pptx
The basics of sentences session 7pptx.pptx
 
INTRODUCTION TO HOSPITALS & AND ITS ORGANIZATION
INTRODUCTION TO HOSPITALS & AND ITS ORGANIZATION INTRODUCTION TO HOSPITALS & AND ITS ORGANIZATION
INTRODUCTION TO HOSPITALS & AND ITS ORGANIZATION
 

Design of bridge component by vikas dhawan

  • 1. DESIGN OF BRIDGE COMPONENT BY: VIKAS KUMAR 1055204 UNDER GUIDANCE OF DR. MANEEK KUMAR MR. SANJAY JAIN HEAD OF CIVIL DEPTT. DIRECTOR ARCH CONSULTANCY FACULTY COORDINATER INDUSTRY COORDINATOR
  • 2. ABOUT ARCH CONSULTANCY  ESTABLISHED IN JAN,1992  EXPERTISE IN HIGHWAYS, BRIDGES & FLYOVER’S DESIGNING  DESIGN OF TEMPORARY STRUCTURES FOR FLYOVERS & VIADUCTS INCLUDING DESIGN OF STAGING , LAUNCHING & ERECTION SCHEMES FOR PRECAST MEMBERS
  • 3. INTRODUCTION TO WORK  DESIGN OF SUBSTRUCTURE COMPONENTS OF ELEVATED VIADUCT UNDER PHASE II OF DELHI MRTS PROJECT.  DESIGN OF S/S OF ROB CROSSING ON INDORE-KHALGHAT SECTION ON NH-3
  • 4. DESIGN OF SUBSTRUCTURE COMPONENTS INCLUDES  CALCULATION OF BEARING LOADS  DESIGN OF PORTAL PIER AND FOUNDATION
  • 7. 2.20m 16t 16t 16t 16t 16t 16t 16t 16t 11.60m 11.60m5.04m 2.20m 2.20m 2.20m CALCULATION OF LIVE LOAD REACTION
  • 8. BEARING LOAD CALCULATIONS I. CALCULATE REACTIONS DUE TO SELF WEIGHT,SIDL & LL II. CALCULATE ECCENTRICITY DUE TO CURVATURE,IF ANY,BY - 2/3*RADIUS*(1-COSØ) III. CALCULATE MOMENT DUE TO ECCENTRICITY IV. FIND OUT MOMENT DUE TO ECCENTRICITY DUE TO ONE TRACK LOADED
  • 9. BEARING LOAD CALCULATIONS v. SEISMIC FORCE ( as per IRC 6:2000) a) SEISMIC TRANSVERSE FORCE (DL,SIDL,25%LL) b) SEISMIC VERTICAL FORCE (DL,SIDL,50%LL)
  • 10. BEARING LOAD CALCULATIONS vi. FIND OUT CENTRIFUGAL FORCE(CF) BY:- LOAD*V2 /(127*R) vii. CALCULATE MOMENT DUE TO ‘CF’ viii. MAX & MIN BEARING LOAD = vertical reaction ± moment no. of bearings bearing spacing
  • 11. DESIGN OF PORTAL PIER & OPEN FOUNDATION
  • 12.
  • 13.
  • 14.
  • 15. PORTAL FRAME BOX GIRDER PORTAL PIER PORTAL BEAM 12.7m 12.7m 8.4m 6.6m CENTRE LINE ALIGNMENT ELASTOMERIC BEARING
  • 16. PORTAL FRAME BOX GIRDER PORTAL PIER PORTAL BEAM 12.7m 12.7m 8.4m 6.6m CENTRE LINE ALIGNMENT ELASTOMERIC BEARING
  • 17. PORTAL FRAME BOX GIRDER PORTAL PIER PORTAL BEAM 12.7m 12.7m 8.4m 6.6m CENTRE LINE ALIGNMENT ELASTOMERIC BEARING
  • 18. PORTAL FRAME BOX GIRDER PORTAL PIER PORTAL BEAM 12.7m 12.7m 8.4m 6.6m CENTRE LINE ALIGNMENT ELASTOMERIC BEARING
  • 19. PORTAL FRAME BOX GIRDER PORTAL PIER PORTAL BEAM 12.7m 12.7m 8.4m 6.6m CENTRE LINE ALIGNMENT ELASTOMERIC BEARING
  • 20. DESIGN OF PORTAL PIER & OPEN FOUNDATION i. LOAD CALCULATIONS
  • 21.
  • 22.
  • 23. DESIGN OF PORTAL PIER & OPEN FOUNDATION ii. FORCES CALCULATED AS EXPLAINED ARE APPLIED ON THE IDEALISED STRUCTURE IN STAAD-PRO iii. FROM STAAD,FORCES ARE CALCULATED ON FOUNDATION TOP iv. CRITICAL LOAD CASES ARE MADE FOR DESIGN OF FOOTING
  • 24. DESIGN OF PORTAL PIER & OPEN FOUNDATION x. SIZE OF FOOTING IS CHECKED WITH THE HELP OF LABFIL SOFTWARE (house built software)
  • 25. DESIGN OF PORTAL PIER & OPEN FOUNDATION xi. FOOTING SIZE IS CHECKED FOR BASE PRESSURE xii. FOOTING DEPTH IS CHECKED FOR SHEAR AND REINFORCEMENT IS CALCULATED CORRESSPONDING TO BENDING MOMENT
  • 26. DESIGN OF PORTAL PIER & OPEN FOUNDATION xiii. PIER SHAFTS ARE ALSO DESIGNED BY USING LABFIL SOFTWARE xiv. FORCES ON TOP OF THE PIER ARE CALCULATED FROM STAAD xv. IDEALISATION OF PIER IS MADE AND REINFORCEMENT IS PROVIDED
  • 27. DESIGN OF PORTAL PIER & OPEN FOUNDATION xvi. THEN BY LABFIL , STRESSES ARE WORKED OUT WHICH SHOULD BE LESS THAN PERMISSIBLE.
  • 28.
  • 29.
  • 30.
  • 31. DESIGN OF S/S OF ROB ON INDORE-KHALGHAT SECTION ON NH-3
  • 32. LOAD CALCULATION  DL  SIDL  LL (70R & CLASS A LOADING)
  • 38. CLASS-A MOST ECCENTRIC CLASS-A SYMMETRIC TO G2 CLASS-A TWO LANE CLASS 70R MOST ECCENTRIC
  • 40.
  • 42. ELASTOMERIC BEARING DETAIL te ts H a ti c ti = Thickness of individual layer of elastomer te = Thickness of top/bottom layer of elastomer ts = Thickness of steel laminate c = Side cover H = Total height of bearing a = Dimension parallel o the beam
  • 43. DESIGN OF ELASTOMERIC BEARING (as per UIC: 772-2R) i. MEAN PRESSURE:- Pmax/A(10 to 12MPa) ii. NO SLIP CONDITION • MIN MEAN PRESSURE- Pmin/A > 2MPa • TANGENTIAL FORCE< f*P f- FRICTION COEFFICIENT i. LIMITATION OF DISTORTION T> (TRANSLATION IN LONG. DIRECTION)/0.7
  • 44. DESIGN OF ELASTOMERIC BEARING (as per UIC: 772-2R) iv. NO UPLIFT AT THE EDGE WITH THE LEAST LOAD v. NO BUCKLING CONDITION (depend upon the rubber thickness) a/10≤T≤a/5 vi. SHEAR STRESS SHEAR STRESS DUE TO TANGENTIAL FORCE, NORMAL FORCE & ROTATION < 5 * SHEAR MODULUS
  • 45. DESIGN OF ELASTOMERIC BEARING (as per UIC: 772-2R) vii. STRENGTH OF PLATES :- PLATES SHOULD BE ABLE TO WITHSTAND THE TENSILE FORCES TO WHICH THEY ARE SUBJECTED TO UNDER NORMAL LOADING
  • 46.
  • 47.
  • 48.