SlideShare a Scribd company logo
DESIGN OF BEARINGS
By
Er. Ch. Anjaneyulu
Managing Director
M/s Pragati Consultants
Hyderabad
BEARINGS
• Bridge bearings are structural equipment or
devices installed between bridge substructure
and superstructure to transfer the applied load.
• The purpose of a bearing is to allow controlled
movement and thereby reduce the stresses
involved.
• You can try to design the substructure and
foundation with out bearings also. But let us see
what happens.
Functional Requirement
Considering a slab resting on Abutment with different
types of Bearings in between.
Span Length = 8.0 m
Width of Solid Slab = 12.0 m
Thickness of Slab = 800 mm
Total wt. of Slab = 8.0 x 12.0 x 0.8 x 25
= 1920 kN
Load on each Support = 1920 / 2 = 960 kN
Case-1: Slab resting on Concrete with out any Bearing / Tar Pad
Coefficient of Friction between concrete to concrete = 0.7
Total horizontal force on each Pier / Abutment
= 960 x 0.7 = 672 kN

Recommended for you

CIV3004_v02 Modulem modules download ppt 1.pptx
CIV3004_v02 Modulem modules download ppt 1.pptxCIV3004_v02 Modulem modules download ppt 1.pptx
CIV3004_v02 Modulem modules download ppt 1.pptx

Education download pdf download pdf download pdf download pdf download pdf download pdf download 66

education
bridge Bearings.ppt
bridge Bearings.pptbridge Bearings.ppt
bridge Bearings.ppt

Bearings are interfaces between bridge superstructures and substructures that allow for movement caused by thermal expansion, live loads, wind loads, and other factors. The main types of bearings are sliding, roller, elastomeric, and pot bearings. Sliding bearings use steel plates and require regular greasing. Roller bearings use steel rollers and can accommodate more movement than sliding bearings. Elastomeric bearings are made of rubber and allow for movement in all directions with little maintenance. Pot bearings encase an elastomeric pad in a metal pot and can accommodate unlimited movement while preventing compression of the elastomer. Proper selection, inspection, and maintenance of bearings is important for the long

Bearings
BearingsBearings
Bearings

Bearings are interfaces between bridge superstructures and substructures that allow for movement caused by thermal expansion, live loads, wind loads, and other factors. The main types of bearings are sliding, roller, elastomeric, and pot bearings. Sliding bearings use steel plates and require regular greasing. Roller bearings use steel rollers and can accommodate more movement than sliding bearings. Elastomeric bearings are made of rubber and allow for movement in all directions with little maintenance. Pot bearings encase an elastomeric pad in a metal pot and can accommodate unlimited movement while preventing compression of the elastomer. Proper selection, installation, and maintenance of bearings is important for the long

Case-2: Slab resting on Concrete with Tar Pad in between
Coefficient of Friction between concrete to concrete = 0.5
Total horizontal force on each Pier / Abutment
= 960 x 0.5 = 480 kN
Case-3: Slab resting on Elastomeric Bearing - 320 x 200 x 24 (rubber)
Movement due to Temperature
= + 25 * 12 x 10-6 * 8000 / 2 = 1.2 mm
Movement due to Shrinkage
= 2 x 10-4 * 8000 / 2 = 0.8 mm
Total Movement = 2.0 mm
Total horizontal force on each Pier / Abutment
= (A E / H) * 2.0
= [ 2.0 * (320-12) * (200-12) * 10 / 24 ] * 3
= 145 kN
Case-4: Slab resting on Free POT / PTFE bearings
Coefficient of Friction between concrete to concrete = 0.05
Total horizontal force on each Pier / Abutment
= 960 x 0.05 = 48 kN

Recommended for you

STRUCTURE ANALYSIS-1 structural elements.pptx
STRUCTURE ANALYSIS-1 structural elements.pptxSTRUCTURE ANALYSIS-1 structural elements.pptx
STRUCTURE ANALYSIS-1 structural elements.pptx

Civil engineering basic structural design

Base isolation
Base isolationBase isolation
Base isolation

Base isolation system consists of isolation units with or without isolation components, where: Isolation units are the basic elements of a base isolation system which are intended to provide the aforementioned decoupling effect to a building or non-building structure. Isolation components are the ... base isolation systems base isolation system in building base isolation pdf base isolation definition base isolation foundation base isolation cost base isolation techniques base isolation pads interesting civil engineering topics civil engineering topics for presentation civil seminar topics ppt civil engineering seminar topics 2018 seminar topics pdf best seminar topics for civil engineering seminar topics for mechanical engineers latest civil engineering seminar topics

base isolation systems base isolation system in buinteresting civil engineering topics civil enginee
Ductile detailing IS 13920
Ductile detailing IS 13920Ductile detailing IS 13920
Ductile detailing IS 13920

The document discusses ductility and ductile detailing in reinforced concrete structures. It states that structures should be designed to have lateral strength, deformability, and ductility to resist earthquakes with limited damage and no collapse. Ductility allows structures to develop their full strength through internal force redistribution. Detailing of reinforcement is important to avoid brittle failure and induce ductile behavior by allowing steel to yield in a controlled manner. Shear walls are also discussed as vertical reinforced concrete elements that help structures resist earthquake loads in a ductile manner.

• Load transmission
• Permit rotary or rocking movement caused by
deflection of super structure.
• Allow horizontal movement of super structure due
to expansion or contraction.
• Restrict lateral movement of super structure.
1.0 Function of Bearing
• Thermal expansion and contraction
• Deformation under live load
• Longitudinal forces - tractive / breaking
• Wind loads
• Settlement of supports
• Seismic forces
• Creep and shrinkage of concrete
2.0 The factors causing movement
3.0 Brief History of Bridge Bearings
– Until the middle of this 20th century, the bridge
bearings used consist of following types only :
 Pin
 Roller & Rocker
– Increased demands and improvements in
engineering materials, particularly plastics &
elastomers have led to innovative designs and
led to use of following types:
 Elastomeric Bearings
 Metal Sliding Bearings
i. POT / PTFE Bearings
ii. Spherical Bearings
 The most widely used structural bearings are
reinforced elastomeric bearings and pot
bearings (90%).
 Spherical bearings are the best solution for
large rotations.
 Elastomeric, pot and spherical bearings can be
fixed, guided or free depending on design
requirements.

Recommended for you

civil RCC.pdf
civil RCC.pdfcivil RCC.pdf
civil RCC.pdf

The document provides an introduction to reinforced cement concrete (RCC). It discusses that steel is strong in both tension and compression, whereas concrete is strong only in compression. Steel reinforcement is used to increase the tensile strength of concrete. The combination of steel and concrete results in RCC, which has a weight of 25,000 N/cum. Steel is the most suitable reinforcing material due to its high tensile strength, elasticity, bond with concrete, and availability in India. Mild steel bars have plain surfaces while high yield strength deformed (HYSD) bars have deformations that increase bond strength. Design of RCC involves consideration of loads such as dead, live, wind, snow, and seismic loads.

Item of work truss
Item of work truss Item of work truss
Item of work truss

Steel is a versatile material that is commonly used for large scale construction projects due to its strength, durability, and cost-effectiveness. Steel trusses are a type of structure frequently employed in buildings to provide support for roofs, floors, and other loads. They consist of compression and tension elements arranged in a triangulated pattern, allowing them to efficiently span long distances with minimal material. Common types of steel truss designs include Pratt, Warren, and Fink configurations. Truss members are often made of angles, channels, tubes, or other standard steel sections joined together with bolted or welded connections.

Bearing
BearingBearing
Bearing

Bridge bearings are structural devices installed between bridge substructures and superstructures. They transfer loads while allowing for movement. There are two main types: expansion bearings, which allow translational and rotational movement, and fixed bearings, which allow limited translational and rotational movement. Common bearing types include sliding, rocker and pin, roller, elastomeric, curved, pot, and disk bearings. Each has distinct structures, materials, and abilities to accommodate different load types and movements. Regular inspection and maintenance are important due to risks of corrosion and damage over time.

bearing bridge engineering
• Roller Type Bearing
• A general drawback to this type of bearing is its
tendency to collect dust and debris.
Single Roller Bearing Multiple Roller Bearing
4.0 Type of Bearings
• Rocker Type Bearing
• Plain Elastomeric Bearings
• Laminated Elastomeric Bearings

Recommended for you

1 Design of bearings introduction
1 Design of bearings   introduction1 Design of bearings   introduction
1 Design of bearings introduction

This document discusses the design and classification of bearings. It begins by defining a bearing as a machine element that supports another moving element, allowing relative motion while carrying a load. Bearings are classified based on the direction of load (radial or thrust) and the type of contact (sliding or rolling). Sliding contact bearings are further classified based on the thickness of the lubricating film between surfaces. Common types of sliding contact bearings include journal, footstep, and thrust bearings. Properties of bearing materials and types of lubricants are also outlined.

design of bearings introduction
Prestressing Concept, Materilas and Prestressing System
Prestressing Concept, Materilas and Prestressing SystemPrestressing Concept, Materilas and Prestressing System
Prestressing Concept, Materilas and Prestressing System

The document discusses prestressing concepts and materials used in prestressed concrete. It describes how prestressing applies an initial compressive stress to concrete prior to service loads to improve strength and durability. Common prestressing materials include high-strength steel strands/wires, which are assembled into tendons and anchored internally or externally before or after concrete casting for pre-tensioning or post-tensioning. Grout is also discussed for transmitting stress between steel and concrete.

civil engineering
PPT of Antifriction bearings.pptx
PPT of Antifriction bearings.pptxPPT of Antifriction bearings.pptx
PPT of Antifriction bearings.pptx

1. The document is a presentation on antifriction bearings presented by students at Government Polytechnic Hosadurga. 2. It discusses the basic components and functions of antifriction bearings including reducing friction, carrying loads, and guiding parts. 3. Specific bearing types are examined like journal ball bearings, cylindrical bearings, needle bearings, footstep bearings, and their components and uses are described.

#mechanical#antifriction bearings
• Elastomeric Bearings
• Elastomer is a form of rubber, a class of polymeric substance
obtained after vulcanization (making rubber stronger and
more elastic by treating with sulphur at high temperature).
• As a result of vulcanization, rubber molecules are cross
linked with sulphur, making the rubber stronger.
• It possesses rubber like properties i.e. ability to regain shape
almost completely even after large deformations.
• These are very flexible in shear but very stiff in bulk
compression.
• Design as per UIC772-2R 1989 and as per IRC 83 Part II.
l
c
c
c
b
laminate
SHEAR/ TRANSLATION ACTION
SHEAR/ TRANSLATION ACTION
ACTION UNDER VERTICAL LOAD
• Vertical load gets converted to shear in the
elastomer / laminate interface

Recommended for you

Lecturer-10-Plate Girders Design Steps 2
Lecturer-10-Plate Girders Design Steps 2Lecturer-10-Plate Girders Design Steps 2
Lecturer-10-Plate Girders Design Steps 2

Plate Girder Design

Pile foundations
Pile foundationsPile foundations
Pile foundations

Pile foundation are essential in case where SBC is low or the load coming from superstructure is too heavy, Topics covered includes Materials used for making piles, Type of piles, load transfer mechanism, factors affecting selection of piles, Installation methods, load carrying capacity of piles, different load tests performed and the behavior of piles as a group.

soil mechnicsfoundationspile foundation
Ferrocement beams and columns with x shaped shear reinforcement and stirrups
Ferrocement beams and columns with x shaped shear reinforcement and stirrupsFerrocement beams and columns with x shaped shear reinforcement and stirrups
Ferrocement beams and columns with x shaped shear reinforcement and stirrups

1. The document discusses using an X-shaped shear reinforcement and stirrups in ferrocement beams and columns instead of the typical rectangular shape. 2. This modification is proposed to increase the load carrying capacity and improve earthquake performance by adding truss action in beams and a tower/space truss action in columns. 3. Welded mesh around the perimeter is also suggested to prevent concrete splitting and keep the concrete in place.

ferrocement beams and columns with x shaped shear
Shape Factor
• Compressive strength of the bearing depends
upon the ratio of loaded area to the area of
bearing free to bulge. This is known as Shape
Factor “S” which is a dimensionless parameter.
• Greater compressive stiffness is ,therefore,
obtained by dividing elastomer in to many layers
by introducing very thin, usually 3 to 4mm steel
reinforcement plates.
• The elastomeric bearings offer a number of
advantages as listed below:
1. Minimum maintenance- as no moving parts.
2. Installation is easy.
3. Permits movement in all directions.
4. Occupies small space.
5. Serves as a shock absorber due to anti-vibrations
properties of elastomer.
6. As an aid to better management of longitudinal
forces.
• Limitations of Elastomeric Bearings:
1. Ordinary elastomeric bearing can’t be used as a
fixed bearing.
2. Translation allowed by elastomeric bearing is
restricted by its thickness – 0.5 to 0.6 of
thickness.
3. Thick elastomeric pads are rather unstable.
4. Limit of vertical load which can be placed safely
on elastomeric pads.
 It causes excessive compression & bulging.
High Damping Laminated Elastomeric Bearings

Recommended for you

Pilework
PileworkPilework
Pilework

The document provides information on the methodology of construction works summarized in a power point presentation. It discusses specifications for various construction items from two volumes of CPWD Specifications published by CPWD. The power point presentations are useful for students, engineers, and construction departments to understand specifications, standards, and methodology for different construction materials and works. It then provides details on pile work, including terminology, driven cast-in-situ reinforced cement concrete piles, jetting, reinforcement, and concrete.

methodologyconstruction workspilework
Piles
PilesPiles
Piles

This geology report discusses different types of foundations and piles used in construction. It describes prefabricated driven piles that increase load capacity through soil compression during driving. Piles are often connected by pile caps to distribute larger loads. Monopiles, drilled shafts, under-reamed piles, micropiles, tripod piles, sheet piles, suction piles, adfreeze piles, and stone columns are also summarized. Reinforcement requirements for different pile types are outlined. Piles are classified based on material as timber, steel, prestressed concrete, or composite piles.

Rohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model Safe
Rohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model SafeRohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model Safe
Rohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model Safe

Rohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model Safe

• Consist of a laminated elastomeric bearing
equipped with a lead cylinder at the center of the
bearing.
• The function of the rubber-steel laminated portion
of the bearing is to carry the weight of the structure
and provide post-yield elasticity.
• The lead core is designed to deform plastically,
thereby providing damping energy dissipation.
• Lead rubber bearings are used in seismically active
areas because of their performance under
earthquake loads.
• SUBSTANTIVE CHANGES IN THE CODE
FOR ELASTOMERIC BEARINGS:
a. Scope & Applicability of Code broadened
b. Size and Shape Parameters of ‘EB’ modified
c. New Criteria introduced for Transfer of Seismic
forces through EB
d. Choice in Material Properties for the designer
e. Maximum and Minimum permissible stresses &
strains in Bearings amended
• Previous Code restricted to Rectangular Laminated EB
only.
• Present Code covers EB with or without complimentary
bearing devices. It is applicable to Laminated EB, Plain
pad Bearings, Sliding Bearings…etc.
New Code permits Rectangular, square as well as
Circular shaped Bearings.
• CHANGES IN THE CODE:
Scope & Applicability of Code broadened
Laminated
Elastomeric Bearings
Plain
Elastomeric Bearings
Circular
Elastomeric Bearings
• New Code permits hole inside the bearing to reduce the
loaded area without changing plan dimensions.
• Many other possibilities of combining sliding and fixing
device with elastomer exists, which was never tried before.
a. Conventional Rectangular Laminated Bearings
with Steel Plates of same thickness, completely
buried in Elastomer (TYPE‐B).
TYPE‐C : Same as TYPE‐B, with end laminate
thicker, which ensures better load distribution,
ensures better rotation and avoids possible
lifting of bearing corners under shear.

Recommended for you

How to Manage Internal Notes in Odoo 17 POS
How to Manage Internal Notes in Odoo 17 POSHow to Manage Internal Notes in Odoo 17 POS
How to Manage Internal Notes in Odoo 17 POS

In this slide, we'll explore how to leverage internal notes within Odoo 17 POS to enhance communication and streamline operations. Internal notes provide a platform for staff to exchange crucial information regarding orders, customers, or specific tasks, all while remaining invisible to the customer. This fosters improved collaboration and ensures everyone on the team is on the same page.

odoo 17 posodoo posnotes in odoo
LeetCode Database problems solved using PySpark.pdf
LeetCode Database problems solved using PySpark.pdfLeetCode Database problems solved using PySpark.pdf
LeetCode Database problems solved using PySpark.pdf

Pyspark

Unblocking The Main Thread - Solving ANRs and Frozen Frames
Unblocking The Main Thread - Solving ANRs and Frozen FramesUnblocking The Main Thread - Solving ANRs and Frozen Frames
Unblocking The Main Thread - Solving ANRs and Frozen Frames

In the realm of Android development, the main thread is our stage, but too often, it becomes a battleground where performance issues arise, leading to ANRS, frozen frames, and sluggish Uls. As we strive for excellence in user experience, understanding and optimizing the main thread becomes essential to prevent these common perforrmance bottlenecks. We have strategies and best practices for keeping the main thread uncluttered. We'll examine the root causes of performance issues and techniques for monitoring and improving main thread health as wel as app performance. In this talk, participants will walk away with practical knowledge on enhancing app performance by mastering the main thread. We'll share proven approaches to eliminate real-life ANRS and frozen frames to build apps that deliver butter smooth experience.

androidperformance
b. Rectangular Laminated Bearings with thick
External Bands of Steel Plates (TYPE‐D).
c. Circular Laminated Bearings with Steel
Plates completely buried in Elastomer.
Useful when rotation in both axis are of
similar magnitude.
d. Bearing with central hole for running specific
materials through (cross bar anchor), for
fitting damping material or reducing vertical
stiffness.
e. Bearings fitted with corrugated outer plates
directly vulcanized with the bearing to
guarantee frictional resistance with thin
connection.
f. Bearings fitted with outer plates on one
side / both sides, directly vulcanized with
the bearing, to facilitate connection with
steel superstructure (TYPE‐E).
g. Bearings with sliding Interface using PTFE
Sheets (TYPE‐H).
h. Bearings with restraint against translation
to simulate support condition (TYPE‐I).
i. Anchored Elastomeric Bearings fitted with
Outer Plates, Anchor Plates and
Connection Devices or Shear Discs.
• Anti slip devices

Recommended for you

Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air M...
Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air M...Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air M...
Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air M...

Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air Mobility

Understanding Cybersecurity Breaches: Causes, Consequences, and Prevention
Understanding Cybersecurity Breaches: Causes, Consequences, and PreventionUnderstanding Cybersecurity Breaches: Causes, Consequences, and Prevention
Understanding Cybersecurity Breaches: Causes, Consequences, and Prevention

Cybersecurity breaches are a growing threat in today’s interconnected digital landscape, affecting individuals, businesses, and governments alike. These breaches compromise sensitive information and erode trust in online services and systems. Understanding the causes, consequences, and prevention strategies of cybersecurity breaches is crucial to protect against these pervasive risks. Cybersecurity breaches refer to unauthorized access, manipulation, or destruction of digital information or systems. They can occur through various means such as malware, phishing attacks, insider threats, and vulnerabilities in software or hardware. Once a breach happens, cybercriminals can exploit the compromised data for financial gain, espionage, or sabotage. Causes of breaches include software and hardware vulnerabilities, phishing attacks, insider threats, weak passwords, and a lack of security awareness. The consequences of cybersecurity breaches are severe. Financial loss is a significant impact, as organizations face theft of funds, legal fees, and repair costs. Breaches also damage reputations, leading to a loss of trust among customers, partners, and stakeholders. Regulatory penalties are another consequence, with hefty fines imposed for non-compliance with data protection regulations. Intellectual property theft undermines innovation and competitiveness, while disruptions of critical services like healthcare and utilities impact public safety and well-being.

cybersecurity breachesdata securityphishing attacks
22519 - Client-Side Scripting Language (CSS) chapter 1 notes .pdf
22519 - Client-Side Scripting Language (CSS) chapter 1 notes .pdf22519 - Client-Side Scripting Language (CSS) chapter 1 notes .pdf
22519 - Client-Side Scripting Language (CSS) chapter 1 notes .pdf

CSS chapter 1 notes

• Merits of Reinforced Elastomeric Bearings:
1. Reinforcing Steels are enclosed in Elastomer,
therefore protected against corrosion.
2. Long Life Span with little need for maintenance.
3. Suitable for short to medium spans (for load upto
12 MN at ULS).
4. Good performance under low to moderate seismic
activity.
5. Low Cost
• Demerits of Reinforced Elastomeric Bearings:
1. Defects arising from poor product quality such
as corroded steel, inadequate vulcanization, lack
of bond between laminate and elastomer poor
rubber quality, …etc, leading to splitting,
slippage, bulging and cracking of the rubber.
2. Errors in dimensioning, that leads to laminates
being too short and of insufficient area.
3. Problem from incorrect installation, such as in
gradient
• POT BEARING
DESIGN OF BEARINGS ANJANEYULU bridge bearing

Recommended for you

Chlorine and Nitric Acid application, properties, impacts.pptx
Chlorine and Nitric Acid application, properties, impacts.pptxChlorine and Nitric Acid application, properties, impacts.pptx
Chlorine and Nitric Acid application, properties, impacts.pptx

Chlorine and Nitric acid

Bangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model Safe
Bangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model SafeBangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model Safe
Bangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model Safe

For Ad post Contact : adityaroy0215@gmail.com Bangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model Safe

Rotary Intersection in traffic engineering.pptx
Rotary Intersection in traffic engineering.pptxRotary Intersection in traffic engineering.pptx
Rotary Intersection in traffic engineering.pptx

Very Important design

• POT Bearing
• Pot Bearings can be of Fixed, Guided and Free
Type.
• POT Bearings represent the largest portion of the
bearings market in the world.
• First used in Germany in 1958 Suitable for design
Pot Bearings can be of Fixed, Guided and Free
Type load between 1MN to 50MN and more.
• POT Bearing consists of a shallow steel cylinder,
or pot, on a vertical axis with a neoprene disk
which is slightly thinner than the cylinder and
fitted tightly inside.
POT
ELASTOMER
BRASS
SEAL
PISTON
PTFE
STAINLESS
STEEL PLATE
WEARING
SURFACES
DUST
SEAL
• A steel piston fits inside the cylinder and bears on
the neoprene.
• Flat brass rings are used to seal the rubber
between the piston and the pot.
• The rubber behaves like a viscous fluid flowing as
rotation may occur.
• Since the bearing will not resist bending moments,
it must be provided with an even bridge seat.
DESIGN OF BEARINGS ANJANEYULU bridge bearing

Recommended for you

Unit 1 Information Storage and Retrieval
Unit 1 Information Storage and RetrievalUnit 1 Information Storage and Retrieval
Unit 1 Information Storage and Retrieval

Introduction to information retrieval, Major challenges in IR

SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training...
SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training...SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training...
SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training...

SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training 2024 July 09

GUIA_LEGAL_CHAPTER-9_COLOMBIAN ELECTRICITY (1).pdf
GUIA_LEGAL_CHAPTER-9_COLOMBIAN ELECTRICITY (1).pdfGUIA_LEGAL_CHAPTER-9_COLOMBIAN ELECTRICITY (1).pdf
GUIA_LEGAL_CHAPTER-9_COLOMBIAN ELECTRICITY (1).pdf

Energy market

DESIGN OF BEARINGS ANJANEYULU bridge bearing
• Salient Points of Pot Bearings:
1. It take beneficial properties of elastomer in fixed
bearings & design of large expansion bearings.
2. Rotational movement permitted by shear
deformation of an elastomeric pad.
3. Translational movement restraint by completely
encasing the elastomeric pad in a POT.
4. No compressive deflection of elastomer as it is
encased.
5. Sliding component can be added at top.
6. Friction between PTFE and stainless steel is
highly susceptible to intrusion of dust.
7. Hence Silicon grease is generally used as
lubricant.
8. Dust seals are also provided around PTFE
bearings.
• SELECTION OF APPROPRIATE BEARING
TYPE FOR A GIVEN SITUATION
The choice of bearing depends on a wide variety
of factors, including :
• Type of Structure (Rail /Highway, Span length)
• Vertical load (max. and min.)
• Max. rotation,
• Horizontal displacement,
• Environment (Climate, Seismicity, Wind),
• Economics
• Structural arrangements

Recommended for you

MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme
MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme MSBTE K SchemeMSBTE K Scheme MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme
MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme

Syllabus

msbte syllabusxcxzcxzcxzxccxzczc
CCS367-STORAGE TECHNOLOGIES QUESTION BANK.doc
CCS367-STORAGE TECHNOLOGIES QUESTION BANK.docCCS367-STORAGE TECHNOLOGIES QUESTION BANK.doc
CCS367-STORAGE TECHNOLOGIES QUESTION BANK.doc

CCS367-STORAGE TECHNOLOGIES QUESTION BANK

 
by Dss
ccs367-storage technologies qb
PMSM-Motor-Control : A research about FOC
PMSM-Motor-Control : A research about FOCPMSM-Motor-Control : A research about FOC
PMSM-Motor-Control : A research about FOC

This is research about a process called field-oriented control (FOC) that is used to control the pmsm motor.

#pmsmfoc
5.0 Arrangement of Bearings
FOR SIMPLY SUPPORTED SPANS
Bearing Layout with Elastomeric Bearings
Bearing Layout with Elastomeric Bearings with PTFE Sliding
Surface to take Vertical Loads & a separate mechanism to take
Lateral Loads
FOR SIMPLY SUPPORTED SPANS
Bearing Layout with Elastomeric Bearings with PTFE Sliding
Surface to take Vertical Loads & a separate Elastic restraints to take
Lateral Loads
Bearing Layout with POT / POT cum PTFE Bearings with Fixed,
Guided and Free (movable in all directions) bearings.
FOR CONTINUOUS SPANS
Bearing Layout with POT / POT cum PTFE Bearings with Fixed (B6),
Longitudinally Guided (B2, B4), Transversely Guided (B5), and Free
(movable in all directions – B1, B3) bearings.
FOR CONTINUOUS SKEW SPANS
Typical Bearing Layout for skewed continuous bridges with
POT / POT cum PTFE Bearings.
FREE BEARING
METALLIC GUIDE BEARING
FIXED BEARING
PIN BEARING

Recommended for you

UNIT I INCEPTION OF INFORMATION DESIGN 20CDE09-ID
UNIT I INCEPTION OF INFORMATION DESIGN 20CDE09-IDUNIT I INCEPTION OF INFORMATION DESIGN 20CDE09-ID
UNIT I INCEPTION OF INFORMATION DESIGN 20CDE09-ID

20CDE09- INFORMATION DESIGN UNIT I INCEPTION OF INFORMATION DESIGN Introduction and Definition History of Information Design Need of Information Design Types of Information Design Identifying audience Defining the audience and their needs Inclusivity and Visual impairment Case study.

information designinceptiondefine
Development of Chatbot Using AI/ML Technologies
Development of  Chatbot Using AI/ML TechnologiesDevelopment of  Chatbot Using AI/ML Technologies
Development of Chatbot Using AI/ML Technologies

The rapid advancements in artificial intelligence and natural language processing have significantly transformed human-computer interactions. This thesis presents the design, development, and evaluation of an intelligent chatbot capable of engaging in natural and meaningful conversations with users. The chatbot leverages state-of-the-art deep learning techniques, including transformer-based architectures, to understand and generate human-like responses. Key contributions of this research include the implementation of a context- aware conversational model that can maintain coherent dialogue over extended interactions. The chatbot's performance is evaluated through both automated metrics and user studies, demonstrating its effectiveness in various applications such as customer service, mental health support, and educational assistance. Additionally, ethical considerations and potential biases in chatbot responses are examined to ensure the responsible deployment of this technology. The findings of this thesis highlight the potential of intelligent chatbots to enhance user experience and provide valuable insights for future developments in conversational AI.

thesischatbotai/ml
Best Practices of Clothing Businesses in Talavera, Nueva Ecija, A Foundation ...
Best Practices of Clothing Businesses in Talavera, Nueva Ecija, A Foundation ...Best Practices of Clothing Businesses in Talavera, Nueva Ecija, A Foundation ...
Best Practices of Clothing Businesses in Talavera, Nueva Ecija, A Foundation ...

This study primarily aimed to determine the best practices of clothing businesses to use it as a foundation of strategic business advancements. Moreover, the frequency with which the business's best practices are tracked, which best practices are the most targeted of the apparel firms to be retained, and how does best practices can be used as strategic business advancement. The respondents of the study is the owners of clothing businesses in Talavera, Nueva Ecija. Data were collected and analyzed using a quantitative approach and utilizing a descriptive research design. Unveiling best practices of clothing businesses as a foundation for strategic business advancement through statistical analysis: frequency and percentage, and weighted means analyzing the data in terms of identifying the most to the least important performance indicators of the businesses among all of the variables. Based on the survey conducted on clothing businesses in Talavera, Nueva Ecija, several best practices emerge across different areas of business operations. These practices are categorized into three main sections, section one being the Business Profile and Legal Requirements, followed by the tracking of indicators in terms of Product, Place, Promotion, and Price, and Key Performance Indicators (KPIs) covering finance, marketing, production, technical, and distribution aspects. The research study delved into identifying the core best practices of clothing businesses, serving as a strategic guide for their advancement. Through meticulous analysis, several key findings emerged. Firstly, prioritizing product factors, such as maintaining optimal stock levels and maximizing customer satisfaction, was deemed essential for driving sales and fostering loyalty. Additionally, selecting the right store location was crucial for visibility and accessibility, directly impacting footfall and sales. Vigilance towards competitors and demographic shifts was highlighted as essential for maintaining relevance. Understanding the relationship between marketing spend and customer acquisition proved pivotal for optimizing budgets and achieving a higher ROI. Strategic analysis of profit margins across clothing items emerged as crucial for maximizing profitability and revenue. Creating a positive customer experience, investing in employee training, and implementing effective inventory management practices were also identified as critical success factors. In essence, these findings underscored the holistic approach needed for sustainable growth in the clothing business, emphasizing the importance of product management, marketing strategies, customer experience, and operational efficiency.

best practicesclothing businesskey performance indicators
FOR CONTINUOUS CURVED SPANS
Typical Bearing Layout for curved continuous bridges with
POT / POT cum PTFE Bearings.
FREE BEARING
METALLIC GUIDE BEARING
FIXED BEARING
PIN BEARING
6.0 Design of Bearings
IRC:83 : Code for Bearings :
Part 0 – General Design Rules
Part 1 – Metallic Bearings
Part 2 – Elastomeric Bearings
Part 3 – Pot cum PTFE Bearings
Part 4 – Spherical & Cylindrical Bearings
• This codes on Elastomeric Bearings & Rocker /
Roller bearings have been revised. The new design
code is based on ‘Limit State’ concept with
particular reference to Ultimate Limit State and this
is the fundamental change from earlier code.
• Code of Spherical & Cylindrical Bearing also
introduced based on Limit State concept.
• Conversion from ‘Working Stress’ to ‘Limit State’
method of design is a part of the Harmonization
process being undertaken by IRC to convert all the
codes from WS to LS.
Typical Designs
In this problem calculations of loads on bearing for the design of bearings is presented.
BEARING LOADS CALCULATIONS
Example Problem - 1

Recommended for you

21EC63_Module1B.pptx VLSI design 21ec63 MOS TRANSISTOR THEORY
21EC63_Module1B.pptx VLSI design 21ec63 MOS TRANSISTOR THEORY21EC63_Module1B.pptx VLSI design 21ec63 MOS TRANSISTOR THEORY
21EC63_Module1B.pptx VLSI design 21ec63 MOS TRANSISTOR THEORY

VLSI design 21ec63 MOS TRANSISTOR THEORY

DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
Live Load considered for bearing load calculations =
DESIGN OF BEARINGS ANJANEYULU bridge bearing

Recommended for you

DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing

Recommended for you

DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing

Recommended for you

DESIGN BEARING LOADS CALCULATIONS
Bearing Loads
HR ==> Resultant Horizontal force = MAX(10% of Vmax, (HL
2+HT
2)0.5) As per IRC 83 -Part III
Bearing Loads
ESTIMATION OF MOVEMENTS FOR BEARINGS

Recommended for you

DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing

Recommended for you

DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
In this problem design of Fixed POT bearing (done by vendor based on loads given
below) is presented .
Example Problem - 2

Recommended for you

DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing

Recommended for you

DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
In this problem design of Free Spherical bearing (done by vendor based on loads
given below) is presented .
Example Problem - 3

Recommended for you

DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing

Recommended for you

DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing

Recommended for you

DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
DESIGN OF BEARINGS ANJANEYULU bridge bearing
THANK YOU
THANK YOU
Ch. ANJANEYULU
MANAGING DIRECTOR
M/S PRAGATI CONSULTANTS
HYDERABAD

Recommended for you

More Related Content

Similar to DESIGN OF BEARINGS ANJANEYULU bridge bearing

Ppt
PptPpt
Bearings in Bridges
Bearings in BridgesBearings in Bridges
Bearings in Bridges
Amardeep Singh
 
Bearings and lubrication
Bearings and lubricationBearings and lubrication
Bearings and lubrication
Study Hub
 
CIV3004_v02 Modulem modules download ppt 1.pptx
CIV3004_v02 Modulem modules download ppt 1.pptxCIV3004_v02 Modulem modules download ppt 1.pptx
CIV3004_v02 Modulem modules download ppt 1.pptx
Alpha337901
 
bridge Bearings.ppt
bridge Bearings.pptbridge Bearings.ppt
bridge Bearings.ppt
AkshayKumarAK2
 
Bearings
BearingsBearings
Bearings
Hemanta Bora
 
STRUCTURE ANALYSIS-1 structural elements.pptx
STRUCTURE ANALYSIS-1 structural elements.pptxSTRUCTURE ANALYSIS-1 structural elements.pptx
STRUCTURE ANALYSIS-1 structural elements.pptx
MuhammadRamzan757427
 
Base isolation
Base isolationBase isolation
Base isolation
Aglaia Connect
 
Ductile detailing IS 13920
Ductile detailing IS 13920Ductile detailing IS 13920
Ductile detailing IS 13920
INTEZAAR ALAM
 
civil RCC.pdf
civil RCC.pdfcivil RCC.pdf
civil RCC.pdf
BarredhicisMaxamed
 
Item of work truss
Item of work truss Item of work truss
Item of work truss
Prabhat chhirolya
 
Bearing
BearingBearing
1 Design of bearings introduction
1 Design of bearings   introduction1 Design of bearings   introduction
1 Design of bearings introduction
Dr.R. SELVAM
 
Prestressing Concept, Materilas and Prestressing System
Prestressing Concept, Materilas and Prestressing SystemPrestressing Concept, Materilas and Prestressing System
Prestressing Concept, Materilas and Prestressing System
Latif Hyder Wadho
 
PPT of Antifriction bearings.pptx
PPT of Antifriction bearings.pptxPPT of Antifriction bearings.pptx
PPT of Antifriction bearings.pptx
TejasHN2
 
Lecturer-10-Plate Girders Design Steps 2
Lecturer-10-Plate Girders Design Steps 2Lecturer-10-Plate Girders Design Steps 2
Lecturer-10-Plate Girders Design Steps 2
MAKhan82
 
Pile foundations
Pile foundationsPile foundations
Pile foundations
Riya Trivedi
 
Ferrocement beams and columns with x shaped shear reinforcement and stirrups
Ferrocement beams and columns with x shaped shear reinforcement and stirrupsFerrocement beams and columns with x shaped shear reinforcement and stirrups
Ferrocement beams and columns with x shaped shear reinforcement and stirrups
IAEME Publication
 
Pilework
PileworkPilework
Pilework
Rajiva Gupta
 
Piles
PilesPiles

Similar to DESIGN OF BEARINGS ANJANEYULU bridge bearing (20)

Ppt
PptPpt
Ppt
 
Bearings in Bridges
Bearings in BridgesBearings in Bridges
Bearings in Bridges
 
Bearings and lubrication
Bearings and lubricationBearings and lubrication
Bearings and lubrication
 
CIV3004_v02 Modulem modules download ppt 1.pptx
CIV3004_v02 Modulem modules download ppt 1.pptxCIV3004_v02 Modulem modules download ppt 1.pptx
CIV3004_v02 Modulem modules download ppt 1.pptx
 
bridge Bearings.ppt
bridge Bearings.pptbridge Bearings.ppt
bridge Bearings.ppt
 
Bearings
BearingsBearings
Bearings
 
STRUCTURE ANALYSIS-1 structural elements.pptx
STRUCTURE ANALYSIS-1 structural elements.pptxSTRUCTURE ANALYSIS-1 structural elements.pptx
STRUCTURE ANALYSIS-1 structural elements.pptx
 
Base isolation
Base isolationBase isolation
Base isolation
 
Ductile detailing IS 13920
Ductile detailing IS 13920Ductile detailing IS 13920
Ductile detailing IS 13920
 
civil RCC.pdf
civil RCC.pdfcivil RCC.pdf
civil RCC.pdf
 
Item of work truss
Item of work truss Item of work truss
Item of work truss
 
Bearing
BearingBearing
Bearing
 
1 Design of bearings introduction
1 Design of bearings   introduction1 Design of bearings   introduction
1 Design of bearings introduction
 
Prestressing Concept, Materilas and Prestressing System
Prestressing Concept, Materilas and Prestressing SystemPrestressing Concept, Materilas and Prestressing System
Prestressing Concept, Materilas and Prestressing System
 
PPT of Antifriction bearings.pptx
PPT of Antifriction bearings.pptxPPT of Antifriction bearings.pptx
PPT of Antifriction bearings.pptx
 
Lecturer-10-Plate Girders Design Steps 2
Lecturer-10-Plate Girders Design Steps 2Lecturer-10-Plate Girders Design Steps 2
Lecturer-10-Plate Girders Design Steps 2
 
Pile foundations
Pile foundationsPile foundations
Pile foundations
 
Ferrocement beams and columns with x shaped shear reinforcement and stirrups
Ferrocement beams and columns with x shaped shear reinforcement and stirrupsFerrocement beams and columns with x shaped shear reinforcement and stirrups
Ferrocement beams and columns with x shaped shear reinforcement and stirrups
 
Pilework
PileworkPilework
Pilework
 
Piles
PilesPiles
Piles
 

Recently uploaded

Rohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model Safe
Rohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model SafeRohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model Safe
Rohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model Safe
binna singh$A17
 
How to Manage Internal Notes in Odoo 17 POS
How to Manage Internal Notes in Odoo 17 POSHow to Manage Internal Notes in Odoo 17 POS
How to Manage Internal Notes in Odoo 17 POS
Celine George
 
LeetCode Database problems solved using PySpark.pdf
LeetCode Database problems solved using PySpark.pdfLeetCode Database problems solved using PySpark.pdf
LeetCode Database problems solved using PySpark.pdf
pavanaroshni1977
 
Unblocking The Main Thread - Solving ANRs and Frozen Frames
Unblocking The Main Thread - Solving ANRs and Frozen FramesUnblocking The Main Thread - Solving ANRs and Frozen Frames
Unblocking The Main Thread - Solving ANRs and Frozen Frames
Sinan KOZAK
 
Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air M...
Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air M...Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air M...
Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air M...
VICTOR MAESTRE RAMIREZ
 
Understanding Cybersecurity Breaches: Causes, Consequences, and Prevention
Understanding Cybersecurity Breaches: Causes, Consequences, and PreventionUnderstanding Cybersecurity Breaches: Causes, Consequences, and Prevention
Understanding Cybersecurity Breaches: Causes, Consequences, and Prevention
Bert Blevins
 
22519 - Client-Side Scripting Language (CSS) chapter 1 notes .pdf
22519 - Client-Side Scripting Language (CSS) chapter 1 notes .pdf22519 - Client-Side Scripting Language (CSS) chapter 1 notes .pdf
22519 - Client-Side Scripting Language (CSS) chapter 1 notes .pdf
sharvaridhokte
 
Chlorine and Nitric Acid application, properties, impacts.pptx
Chlorine and Nitric Acid application, properties, impacts.pptxChlorine and Nitric Acid application, properties, impacts.pptx
Chlorine and Nitric Acid application, properties, impacts.pptx
yadavsuyash008
 
Bangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model Safe
Bangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model SafeBangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model Safe
Bangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model Safe
bookhotbebes1
 
Rotary Intersection in traffic engineering.pptx
Rotary Intersection in traffic engineering.pptxRotary Intersection in traffic engineering.pptx
Rotary Intersection in traffic engineering.pptx
surekha1287
 
Unit 1 Information Storage and Retrieval
Unit 1 Information Storage and RetrievalUnit 1 Information Storage and Retrieval
Unit 1 Information Storage and Retrieval
KishorMahale5
 
SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training...
SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training...SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training...
SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training...
Jim Mimlitz, P.E.
 
GUIA_LEGAL_CHAPTER-9_COLOMBIAN ELECTRICITY (1).pdf
GUIA_LEGAL_CHAPTER-9_COLOMBIAN ELECTRICITY (1).pdfGUIA_LEGAL_CHAPTER-9_COLOMBIAN ELECTRICITY (1).pdf
GUIA_LEGAL_CHAPTER-9_COLOMBIAN ELECTRICITY (1).pdf
ProexportColombia1
 
MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme
MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme MSBTE K SchemeMSBTE K Scheme MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme
MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme
Anwar Patel
 
CCS367-STORAGE TECHNOLOGIES QUESTION BANK.doc
CCS367-STORAGE TECHNOLOGIES QUESTION BANK.docCCS367-STORAGE TECHNOLOGIES QUESTION BANK.doc
CCS367-STORAGE TECHNOLOGIES QUESTION BANK.doc
Dss
 
PMSM-Motor-Control : A research about FOC
PMSM-Motor-Control : A research about FOCPMSM-Motor-Control : A research about FOC
PMSM-Motor-Control : A research about FOC
itssurajthakur06
 
UNIT I INCEPTION OF INFORMATION DESIGN 20CDE09-ID
UNIT I INCEPTION OF INFORMATION DESIGN 20CDE09-IDUNIT I INCEPTION OF INFORMATION DESIGN 20CDE09-ID
UNIT I INCEPTION OF INFORMATION DESIGN 20CDE09-ID
GOWSIKRAJA PALANISAMY
 
Development of Chatbot Using AI/ML Technologies
Development of  Chatbot Using AI/ML TechnologiesDevelopment of  Chatbot Using AI/ML Technologies
Development of Chatbot Using AI/ML Technologies
maisnampibarel
 
Best Practices of Clothing Businesses in Talavera, Nueva Ecija, A Foundation ...
Best Practices of Clothing Businesses in Talavera, Nueva Ecija, A Foundation ...Best Practices of Clothing Businesses in Talavera, Nueva Ecija, A Foundation ...
Best Practices of Clothing Businesses in Talavera, Nueva Ecija, A Foundation ...
IJAEMSJORNAL
 
21EC63_Module1B.pptx VLSI design 21ec63 MOS TRANSISTOR THEORY
21EC63_Module1B.pptx VLSI design 21ec63 MOS TRANSISTOR THEORY21EC63_Module1B.pptx VLSI design 21ec63 MOS TRANSISTOR THEORY
21EC63_Module1B.pptx VLSI design 21ec63 MOS TRANSISTOR THEORY
PradeepKumarSK3
 

Recently uploaded (20)

Rohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model Safe
Rohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model SafeRohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model Safe
Rohini @ℂall @Girls ꧁❤ 9873777170 ❤꧂VIP Yogita Mehra Top Model Safe
 
How to Manage Internal Notes in Odoo 17 POS
How to Manage Internal Notes in Odoo 17 POSHow to Manage Internal Notes in Odoo 17 POS
How to Manage Internal Notes in Odoo 17 POS
 
LeetCode Database problems solved using PySpark.pdf
LeetCode Database problems solved using PySpark.pdfLeetCode Database problems solved using PySpark.pdf
LeetCode Database problems solved using PySpark.pdf
 
Unblocking The Main Thread - Solving ANRs and Frozen Frames
Unblocking The Main Thread - Solving ANRs and Frozen FramesUnblocking The Main Thread - Solving ANRs and Frozen Frames
Unblocking The Main Thread - Solving ANRs and Frozen Frames
 
Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air M...
Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air M...Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air M...
Advances in Detect and Avoid for Unmanned Aircraft Systems and Advanced Air M...
 
Understanding Cybersecurity Breaches: Causes, Consequences, and Prevention
Understanding Cybersecurity Breaches: Causes, Consequences, and PreventionUnderstanding Cybersecurity Breaches: Causes, Consequences, and Prevention
Understanding Cybersecurity Breaches: Causes, Consequences, and Prevention
 
22519 - Client-Side Scripting Language (CSS) chapter 1 notes .pdf
22519 - Client-Side Scripting Language (CSS) chapter 1 notes .pdf22519 - Client-Side Scripting Language (CSS) chapter 1 notes .pdf
22519 - Client-Side Scripting Language (CSS) chapter 1 notes .pdf
 
Chlorine and Nitric Acid application, properties, impacts.pptx
Chlorine and Nitric Acid application, properties, impacts.pptxChlorine and Nitric Acid application, properties, impacts.pptx
Chlorine and Nitric Acid application, properties, impacts.pptx
 
Bangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model Safe
Bangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model SafeBangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model Safe
Bangalore @ℂall @Girls ꧁❤ 0000000000 ❤꧂@ℂall @Girls Service Vip Top Model Safe
 
Rotary Intersection in traffic engineering.pptx
Rotary Intersection in traffic engineering.pptxRotary Intersection in traffic engineering.pptx
Rotary Intersection in traffic engineering.pptx
 
Unit 1 Information Storage and Retrieval
Unit 1 Information Storage and RetrievalUnit 1 Information Storage and Retrieval
Unit 1 Information Storage and Retrieval
 
SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training...
SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training...SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training...
SCADAmetrics Instrumentation for Sensus Water Meters - Core and Main Training...
 
GUIA_LEGAL_CHAPTER-9_COLOMBIAN ELECTRICITY (1).pdf
GUIA_LEGAL_CHAPTER-9_COLOMBIAN ELECTRICITY (1).pdfGUIA_LEGAL_CHAPTER-9_COLOMBIAN ELECTRICITY (1).pdf
GUIA_LEGAL_CHAPTER-9_COLOMBIAN ELECTRICITY (1).pdf
 
MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme
MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme MSBTE K SchemeMSBTE K Scheme MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme
MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme MSBTE K Scheme
 
CCS367-STORAGE TECHNOLOGIES QUESTION BANK.doc
CCS367-STORAGE TECHNOLOGIES QUESTION BANK.docCCS367-STORAGE TECHNOLOGIES QUESTION BANK.doc
CCS367-STORAGE TECHNOLOGIES QUESTION BANK.doc
 
PMSM-Motor-Control : A research about FOC
PMSM-Motor-Control : A research about FOCPMSM-Motor-Control : A research about FOC
PMSM-Motor-Control : A research about FOC
 
UNIT I INCEPTION OF INFORMATION DESIGN 20CDE09-ID
UNIT I INCEPTION OF INFORMATION DESIGN 20CDE09-IDUNIT I INCEPTION OF INFORMATION DESIGN 20CDE09-ID
UNIT I INCEPTION OF INFORMATION DESIGN 20CDE09-ID
 
Development of Chatbot Using AI/ML Technologies
Development of  Chatbot Using AI/ML TechnologiesDevelopment of  Chatbot Using AI/ML Technologies
Development of Chatbot Using AI/ML Technologies
 
Best Practices of Clothing Businesses in Talavera, Nueva Ecija, A Foundation ...
Best Practices of Clothing Businesses in Talavera, Nueva Ecija, A Foundation ...Best Practices of Clothing Businesses in Talavera, Nueva Ecija, A Foundation ...
Best Practices of Clothing Businesses in Talavera, Nueva Ecija, A Foundation ...
 
21EC63_Module1B.pptx VLSI design 21ec63 MOS TRANSISTOR THEORY
21EC63_Module1B.pptx VLSI design 21ec63 MOS TRANSISTOR THEORY21EC63_Module1B.pptx VLSI design 21ec63 MOS TRANSISTOR THEORY
21EC63_Module1B.pptx VLSI design 21ec63 MOS TRANSISTOR THEORY
 

DESIGN OF BEARINGS ANJANEYULU bridge bearing

  • 1. DESIGN OF BEARINGS By Er. Ch. Anjaneyulu Managing Director M/s Pragati Consultants Hyderabad
  • 2. BEARINGS • Bridge bearings are structural equipment or devices installed between bridge substructure and superstructure to transfer the applied load. • The purpose of a bearing is to allow controlled movement and thereby reduce the stresses involved. • You can try to design the substructure and foundation with out bearings also. But let us see what happens.
  • 3. Functional Requirement Considering a slab resting on Abutment with different types of Bearings in between. Span Length = 8.0 m Width of Solid Slab = 12.0 m Thickness of Slab = 800 mm Total wt. of Slab = 8.0 x 12.0 x 0.8 x 25 = 1920 kN Load on each Support = 1920 / 2 = 960 kN
  • 4. Case-1: Slab resting on Concrete with out any Bearing / Tar Pad Coefficient of Friction between concrete to concrete = 0.7 Total horizontal force on each Pier / Abutment = 960 x 0.7 = 672 kN
  • 5. Case-2: Slab resting on Concrete with Tar Pad in between Coefficient of Friction between concrete to concrete = 0.5 Total horizontal force on each Pier / Abutment = 960 x 0.5 = 480 kN
  • 6. Case-3: Slab resting on Elastomeric Bearing - 320 x 200 x 24 (rubber)
  • 7. Movement due to Temperature = + 25 * 12 x 10-6 * 8000 / 2 = 1.2 mm Movement due to Shrinkage = 2 x 10-4 * 8000 / 2 = 0.8 mm Total Movement = 2.0 mm Total horizontal force on each Pier / Abutment = (A E / H) * 2.0 = [ 2.0 * (320-12) * (200-12) * 10 / 24 ] * 3 = 145 kN
  • 8. Case-4: Slab resting on Free POT / PTFE bearings Coefficient of Friction between concrete to concrete = 0.05 Total horizontal force on each Pier / Abutment = 960 x 0.05 = 48 kN
  • 9. • Load transmission • Permit rotary or rocking movement caused by deflection of super structure. • Allow horizontal movement of super structure due to expansion or contraction. • Restrict lateral movement of super structure. 1.0 Function of Bearing
  • 10. • Thermal expansion and contraction • Deformation under live load • Longitudinal forces - tractive / breaking • Wind loads • Settlement of supports • Seismic forces • Creep and shrinkage of concrete 2.0 The factors causing movement
  • 11. 3.0 Brief History of Bridge Bearings – Until the middle of this 20th century, the bridge bearings used consist of following types only :  Pin  Roller & Rocker – Increased demands and improvements in engineering materials, particularly plastics & elastomers have led to innovative designs and led to use of following types:  Elastomeric Bearings  Metal Sliding Bearings i. POT / PTFE Bearings ii. Spherical Bearings
  • 12.  The most widely used structural bearings are reinforced elastomeric bearings and pot bearings (90%).  Spherical bearings are the best solution for large rotations.  Elastomeric, pot and spherical bearings can be fixed, guided or free depending on design requirements.
  • 13. • Roller Type Bearing • A general drawback to this type of bearing is its tendency to collect dust and debris. Single Roller Bearing Multiple Roller Bearing 4.0 Type of Bearings
  • 14. • Rocker Type Bearing
  • 17. • Elastomeric Bearings • Elastomer is a form of rubber, a class of polymeric substance obtained after vulcanization (making rubber stronger and more elastic by treating with sulphur at high temperature). • As a result of vulcanization, rubber molecules are cross linked with sulphur, making the rubber stronger. • It possesses rubber like properties i.e. ability to regain shape almost completely even after large deformations. • These are very flexible in shear but very stiff in bulk compression. • Design as per UIC772-2R 1989 and as per IRC 83 Part II.
  • 19. SHEAR/ TRANSLATION ACTION SHEAR/ TRANSLATION ACTION
  • 20. ACTION UNDER VERTICAL LOAD • Vertical load gets converted to shear in the elastomer / laminate interface
  • 21. Shape Factor • Compressive strength of the bearing depends upon the ratio of loaded area to the area of bearing free to bulge. This is known as Shape Factor “S” which is a dimensionless parameter. • Greater compressive stiffness is ,therefore, obtained by dividing elastomer in to many layers by introducing very thin, usually 3 to 4mm steel reinforcement plates.
  • 22. • The elastomeric bearings offer a number of advantages as listed below: 1. Minimum maintenance- as no moving parts. 2. Installation is easy. 3. Permits movement in all directions. 4. Occupies small space. 5. Serves as a shock absorber due to anti-vibrations properties of elastomer. 6. As an aid to better management of longitudinal forces.
  • 23. • Limitations of Elastomeric Bearings: 1. Ordinary elastomeric bearing can’t be used as a fixed bearing. 2. Translation allowed by elastomeric bearing is restricted by its thickness – 0.5 to 0.6 of thickness. 3. Thick elastomeric pads are rather unstable. 4. Limit of vertical load which can be placed safely on elastomeric pads.  It causes excessive compression & bulging.
  • 24. High Damping Laminated Elastomeric Bearings
  • 25. • Consist of a laminated elastomeric bearing equipped with a lead cylinder at the center of the bearing. • The function of the rubber-steel laminated portion of the bearing is to carry the weight of the structure and provide post-yield elasticity. • The lead core is designed to deform plastically, thereby providing damping energy dissipation. • Lead rubber bearings are used in seismically active areas because of their performance under earthquake loads.
  • 26. • SUBSTANTIVE CHANGES IN THE CODE FOR ELASTOMERIC BEARINGS: a. Scope & Applicability of Code broadened b. Size and Shape Parameters of ‘EB’ modified c. New Criteria introduced for Transfer of Seismic forces through EB d. Choice in Material Properties for the designer e. Maximum and Minimum permissible stresses & strains in Bearings amended
  • 27. • Previous Code restricted to Rectangular Laminated EB only. • Present Code covers EB with or without complimentary bearing devices. It is applicable to Laminated EB, Plain pad Bearings, Sliding Bearings…etc. New Code permits Rectangular, square as well as Circular shaped Bearings. • CHANGES IN THE CODE: Scope & Applicability of Code broadened Laminated Elastomeric Bearings Plain Elastomeric Bearings Circular Elastomeric Bearings
  • 28. • New Code permits hole inside the bearing to reduce the loaded area without changing plan dimensions. • Many other possibilities of combining sliding and fixing device with elastomer exists, which was never tried before. a. Conventional Rectangular Laminated Bearings with Steel Plates of same thickness, completely buried in Elastomer (TYPE‐B). TYPE‐C : Same as TYPE‐B, with end laminate thicker, which ensures better load distribution, ensures better rotation and avoids possible lifting of bearing corners under shear.
  • 29. b. Rectangular Laminated Bearings with thick External Bands of Steel Plates (TYPE‐D). c. Circular Laminated Bearings with Steel Plates completely buried in Elastomer. Useful when rotation in both axis are of similar magnitude. d. Bearing with central hole for running specific materials through (cross bar anchor), for fitting damping material or reducing vertical stiffness.
  • 30. e. Bearings fitted with corrugated outer plates directly vulcanized with the bearing to guarantee frictional resistance with thin connection. f. Bearings fitted with outer plates on one side / both sides, directly vulcanized with the bearing, to facilitate connection with steel superstructure (TYPE‐E). g. Bearings with sliding Interface using PTFE Sheets (TYPE‐H).
  • 31. h. Bearings with restraint against translation to simulate support condition (TYPE‐I). i. Anchored Elastomeric Bearings fitted with Outer Plates, Anchor Plates and Connection Devices or Shear Discs.
  • 32. • Anti slip devices
  • 33. • Merits of Reinforced Elastomeric Bearings: 1. Reinforcing Steels are enclosed in Elastomer, therefore protected against corrosion. 2. Long Life Span with little need for maintenance. 3. Suitable for short to medium spans (for load upto 12 MN at ULS). 4. Good performance under low to moderate seismic activity. 5. Low Cost
  • 34. • Demerits of Reinforced Elastomeric Bearings: 1. Defects arising from poor product quality such as corroded steel, inadequate vulcanization, lack of bond between laminate and elastomer poor rubber quality, …etc, leading to splitting, slippage, bulging and cracking of the rubber. 2. Errors in dimensioning, that leads to laminates being too short and of insufficient area. 3. Problem from incorrect installation, such as in gradient
  • 37. • POT Bearing • Pot Bearings can be of Fixed, Guided and Free Type. • POT Bearings represent the largest portion of the bearings market in the world. • First used in Germany in 1958 Suitable for design Pot Bearings can be of Fixed, Guided and Free Type load between 1MN to 50MN and more.
  • 38. • POT Bearing consists of a shallow steel cylinder, or pot, on a vertical axis with a neoprene disk which is slightly thinner than the cylinder and fitted tightly inside. POT ELASTOMER BRASS SEAL PISTON PTFE STAINLESS STEEL PLATE WEARING SURFACES DUST SEAL
  • 39. • A steel piston fits inside the cylinder and bears on the neoprene. • Flat brass rings are used to seal the rubber between the piston and the pot. • The rubber behaves like a viscous fluid flowing as rotation may occur. • Since the bearing will not resist bending moments, it must be provided with an even bridge seat.
  • 42. • Salient Points of Pot Bearings: 1. It take beneficial properties of elastomer in fixed bearings & design of large expansion bearings. 2. Rotational movement permitted by shear deformation of an elastomeric pad. 3. Translational movement restraint by completely encasing the elastomeric pad in a POT. 4. No compressive deflection of elastomer as it is encased. 5. Sliding component can be added at top.
  • 43. 6. Friction between PTFE and stainless steel is highly susceptible to intrusion of dust. 7. Hence Silicon grease is generally used as lubricant. 8. Dust seals are also provided around PTFE bearings.
  • 44. • SELECTION OF APPROPRIATE BEARING TYPE FOR A GIVEN SITUATION The choice of bearing depends on a wide variety of factors, including : • Type of Structure (Rail /Highway, Span length) • Vertical load (max. and min.) • Max. rotation, • Horizontal displacement, • Environment (Climate, Seismicity, Wind), • Economics • Structural arrangements
  • 45. 5.0 Arrangement of Bearings FOR SIMPLY SUPPORTED SPANS Bearing Layout with Elastomeric Bearings Bearing Layout with Elastomeric Bearings with PTFE Sliding Surface to take Vertical Loads & a separate mechanism to take Lateral Loads
  • 46. FOR SIMPLY SUPPORTED SPANS Bearing Layout with Elastomeric Bearings with PTFE Sliding Surface to take Vertical Loads & a separate Elastic restraints to take Lateral Loads Bearing Layout with POT / POT cum PTFE Bearings with Fixed, Guided and Free (movable in all directions) bearings.
  • 47. FOR CONTINUOUS SPANS Bearing Layout with POT / POT cum PTFE Bearings with Fixed (B6), Longitudinally Guided (B2, B4), Transversely Guided (B5), and Free (movable in all directions – B1, B3) bearings.
  • 48. FOR CONTINUOUS SKEW SPANS Typical Bearing Layout for skewed continuous bridges with POT / POT cum PTFE Bearings. FREE BEARING METALLIC GUIDE BEARING FIXED BEARING PIN BEARING
  • 49. FOR CONTINUOUS CURVED SPANS Typical Bearing Layout for curved continuous bridges with POT / POT cum PTFE Bearings. FREE BEARING METALLIC GUIDE BEARING FIXED BEARING PIN BEARING
  • 50. 6.0 Design of Bearings IRC:83 : Code for Bearings : Part 0 – General Design Rules Part 1 – Metallic Bearings Part 2 – Elastomeric Bearings Part 3 – Pot cum PTFE Bearings Part 4 – Spherical & Cylindrical Bearings
  • 51. • This codes on Elastomeric Bearings & Rocker / Roller bearings have been revised. The new design code is based on ‘Limit State’ concept with particular reference to Ultimate Limit State and this is the fundamental change from earlier code. • Code of Spherical & Cylindrical Bearing also introduced based on Limit State concept. • Conversion from ‘Working Stress’ to ‘Limit State’ method of design is a part of the Harmonization process being undertaken by IRC to convert all the codes from WS to LS.
  • 52. Typical Designs In this problem calculations of loads on bearing for the design of bearings is presented. BEARING LOADS CALCULATIONS Example Problem - 1
  • 55. Live Load considered for bearing load calculations =
  • 65. DESIGN BEARING LOADS CALCULATIONS
  • 66. Bearing Loads HR ==> Resultant Horizontal force = MAX(10% of Vmax, (HL 2+HT 2)0.5) As per IRC 83 -Part III
  • 68. ESTIMATION OF MOVEMENTS FOR BEARINGS
  • 76. In this problem design of Fixed POT bearing (done by vendor based on loads given below) is presented . Example Problem - 2
  • 84. In this problem design of Free Spherical bearing (done by vendor based on loads given below) is presented . Example Problem - 3
  • 96. THANK YOU THANK YOU Ch. ANJANEYULU MANAGING DIRECTOR M/S PRAGATI CONSULTANTS HYDERABAD