Challenge

Challenge 2

CHALLENGES 2

  1. What are the structural components of a bridge? Explain in detail about the foundation, sub structure and super structure components of the bridge.

ANS-

The following are major bridge parts,
  • Abutments.
  • Piers.
  • Wing Walls.
  • Beam & Girders.
  • Bearing.
  • Arch & Cables.
  • Parapet Wall and Handrail.
  • Flooring.
Abutment – Endpoints of the bridge. They are reinforced so that they can endure intense lateral pressures.
Pile (also known as beam, footing, and pier) – Reinforced concrete post that is driven into the ground to serve as the leg or support for the bridge. The distance between piles is calculated so that is can support the rest of the structure that will be laid on top of them.
WING WALL In a bridge, the wing walls are adjacent to the abutments and act as retaining walls. They are generally constructed of the same material as those of abutments. The wing walls can either be attached to the abutment or be independent of it.
Girder or Span – One of the main components of the bridge that connects all the Piles beams. It can consist from multiple simple spans, a single continuous span that is supported by multiple beams, cantilever spans and cantilever spans with the suspended span between them. They are usually made from metal or reinforced concrete and also can be made in the form of haunches girded that carry more load.
Arch – Arches on the bridges are distinguished by the number of hinges they have (usually between zero or three) which determine how much stress and load they can safely carry, and the type of material they are constructed (solid material, truss system). Arches below the bridge are called spandrel-braced (cantilever) or Trussed deck arch. arch bridge can also use suspension bridges where the arch is made from truss system (tied arch, or bowstring bridge).
A bridge bearing carries the loads or movement in both vertical and horizontal directions from the bridge superstructure and transfers those loads to the bridge piers and abutments. The loads can be live load and dead load in vertical directions, or wind load, earthquake load, etc., in horizontal directions.
Parapets on bridges and other highway structures (such as retaining walls) prevent users from falling off where there is a drop. They may also be meant to restrict views, to prevent rubbish passing below, and to act as noise barriers.
A parapet wall is a low protective structural layer that is built adjacent to a roof. A parapet wall provides continuity and support in terms of water, air, vapor and thermal control. The regulation of these factors helps prevent corrosion and degradation of the roof or some other pre-built adjacent structure.
Explain in detail about the foundation, sub structure and super structure components of the bridge.
A bridge foundation is the part built under the pier or abutment and over the fundamental soil or rock. The loads sent by the foundations to the subordinate soil should not cause soil shear failure or harming settlement of the superstructure.
A Bridge foundation or Bridge Pier is provided to hold the bridge span and transmit the load to the ground. This simply means that the Bridge Foundation needs to be robust enough to not only holds the vertical load of the substructure but also hold the lateral stress of the bridge span.

1. Spread Foundation

The spread foundation is additionally called an open foundation and is reasonable for bridge foundation of normal tallness based on a firm and dry ground to offer help for the construction. This types of bridge foundation is appropriate where there is least scouring and the hard grounds starts from 1.5m – 3m underneath the level of the watercourse.

2. Raft Foundation

These types of bridge foundation are generally utilized where there passable bearing limit of the soil is less and the watercourse bed contains delicate clay and silt. It favors foundations where hard soil isn’t found inside sensible profundity of 1.5m – 2.5m, beneath the watercourse.

3. Pile Foundation Bridge

PILE FOUNDATION is the types of bridge foundation that is utilized in conditions where there is extremely delicate soil and hard strata are not accessible at a sensible profundity. It is likewise utilized where scouring of a river as to be done and a enormous concentrated load is to be taken by the foundation.

4. Well Foundation Bridge

WELL FOUNDATION of bridge is the types of bridge foundation that is utilized when the bed has SANDY SOILalso, hard soil is accessible at 3 – 4 m beneath the level of the watercourse. Most appropriate on soil a cotton having delicate soils what’s more, sandy soils and weighty scouring is relied upon due to the huge velocity of approach of the river.

5. Caisson Bridge Foundation

CAISSON BRIDGE FOUNDATION is a types of bridge foundation that is utilized where there is a hard layer close to the river bed and there is exorbitant water profundity that isn’t monetarily strong to eliminate the empower sinking wells for well foundation.

6. Grillage Foundation

This types of bridge foundation is reasonable for weighty and separated footings of wharfs where deep foundations are to be stayed away from. GRILLAGE FOUNDATIONis most appropriate where sub soil conditions are poor.

7. Inverted Arc Foundation

This types of BRIDGE foundation is appropriate when the profundity of unearthing for foundation is less. ARCH BRIDGE s most appropriate where the bearing limit of the soil is less, particularly when the sub soil has some delicate pockets and there is plausibility of inconsistent settlement.

SUBSTRUCTRURE OF BRIDGE
The substructure of the bridge consists of the portion of the bridge that supports the entire structure on the given surrounding soil. Substructure: The substructure consists of the portion of the
bridge that supports the entire structure on the given surrounding soil.
The components involved in substructure of bridges are: Piers. Abutments. Wing Walls and the Returns.
SUPERSTRUCTURE OF BRIDGE
The superstructure of the bridge structure consists of deck slab, girder, truss etc. These components vary based on the type of bridge (whether concrete or steel or composite). Superstructure of the bridge bears the load passing over it.
2.What is Super Imposed Dead Load means? What are loads that needs to be considered as SDL for a metro viaduct bridge?

superimposed dead load is the dead load on the structure after slab and beams have been casted .. dead load is the load from slabs and columns and beams.

superimposed load: The load superimposed on the dead load of a building. The term is generally synonymous with live load, although a distinction is sometimes made between the superimposed dead load caused by movable partitions, etc., and the live load caused by people.

  1. What are the different types of girders that can be used for a metro viaduct?

ans- Use U type girders in metro viaduct

I GIRDER UESD IN METRO VIADUCT

BOX GIRDER USED IN METRO VIADUCT

BUT U GIRDER USED METRO IN BECAUSE IT PROVIDE SAFTY AND BENFICIAL FOR METRO

4.What are bearings in a metro viaduct. Explain the types of bearings and analyses the types with respect to their advantages and disadvantage.

A bridge bearing is a component of a bridge transmitting the loads received from the deck on to the substructure and to allow controlled movement due to temperature variation or seismic activity and thereby reduce the stresses involved. A bearing is the boundary between the superstructure and the substructure.
A bridge bearing is a component of a bridge which typically provides a resting surface between Bridge bearing and the bridge deck. The purpose of a bearing is to allow controlled movement and thereby reduce the stresses involved. Possible causes of movement are thermal expansion and contraction, creep, shrinkage, or fatigue due to the properties of the material used for the bearing. External sources of movement include the settlement of the ground below, thermal expansion, and sismic activity.There are several different types of bridge bearings which are used depending on a number of different factors including the bridge span, loading conditions, and performance specifications. The oldest form of bridge bearing is simply two plates resting on top of each other. A common form of modern bridge bearing is the elsato meric bridge bearing. Another type of bridge bearing is the mechanical bridge bearing. There are several types of mechanical bridge bearing, such as the pinned bearing, which in turn includes specific types such as the rocker bearing, and the roller bearing. Another type of mechanical bearing is the fixed bearing, which allows rotation, but not other forms of movement.
Types
  • Deep-Groove Ball Bearings. The most commonly used bearings are Deep-Groove Ball Bearings. ...
  • Angular Contact Ball Bearings. ...
  • Self-Aligning Ball Bearings. ...
  • Thrust Ball Bearings. ...
  • Spherical Roller Bearings. ...
  • Cylindrical Roller Bearings. ...
  • Tapered Roller Bearings. ...
  • Needle Roller Bearings.

ADVANTAGE

They provide low friction and accurate performance under fluctuating loads and speeds. Bearings have a high load carrying capacity and can operate under extreme conditions of performance and speed.
DISADVANTAGE
The disadvantage of this design is the lack of lubricant on the surfaces when the shaft begins to rotate. Thus machineries that utilize this type of bearings should not be subjected to a high load during startu.

5.During the construction of metro viaducts across water passages, explain the topographical check list that needs to be considered for the designing the height of the viaducts?

ANS- The piers, two in number having a height of 24 metres from its base and a diameter of two metres.

and 27 metre when constructed the metro viaduct

2. Types of Topographic Surveys
Topographic surveys are performed for the master planning, design, and
construction of installations, buildings, housing complexes, roadways, airport
facilities, flood control structures, navigation locks, etc. Some of the more common
surveys are described below:
2.1 General/Preliminary Site Plans
General or Preliminary site plans shall performed at scales from 1:2,000 to 1:5,000.
They depict general layout for potential construction, proposed transportation
systems, training areas, and existing facilities.
2.2 Detailed Topographic Surveys for Construction Plans
These surveys are performed at scales from 1:200 to 1:2,000 and at varying contour
intervals. They are performed to prepare a base map for detailed site plans (general
site layout plan, utility plan, grading plan, paving plan, airfield plan, demolition plan,
etc.). The scope of mapping is confined to an existing/proposed building area. These
drawings are used as a base for subsequent as-built drawings of facilities and utility
layout maps, i.e., Amenity Mapping / Facility Management (AM/FM) databases.
2.3 As-Built Surveys and Amenity Mapping (AM)/Facility Management

What Is a Topographic Map

There are many different kinds of maps for many different purposes. Just like you would not use a globe to navigate a road trip, road maps are not much help for depicting land features. Topography is the study of the land surface. Topographical maps are special types of maps that show the different land features. Topographical maps can be used to determine where the landscape is flat and where it is dominated by mountains. You can also identify valleys, canyons, and hillsides. A normal map is a flat model of all or part of Earth's surface drawn to a specific scale. Topographic maps show the elevation of different landforms above sea level.

Features

A topographic map is a detailed and accurate illustration of man-made and natural features on the ground such as roads, railways, power transmission lines, contours, elevations, rivers, lakes, and geographical names. Since they represent the Earth's features accurately and to scale on a two-dimensional surface they are an excellent planning tool and guide and, at the same time, help make outdoor adventures enjoyable and safe.

Topographic maps identify numerous ground features, which can be grouped into the following categories:

  • Relief: mountains, valleys, slopes, depressions as defined by contours
  • Hydrography: lakes, rivers, streams, swamps, rapids, falls
  • Vegetation: wooded areas
  • Transportation: roads, trails, railways, bridges, airports/airfields, seaplane anchorages
  • Culture: buildings, urban development, power transmission line, pipelines, towers
  • Boundaries: international, provincial/territorial, administrative, recreational, geographical
  • Toponymy: place names, water feature names, landform names, boundary names

Contour Lines

Topographic maps have contour lines that show how the elevation of the landscape changes. Contour lines are imaginary lines on Earth's surface that connect points that are the same height above sea level. On this map, the contour lines look like concentric circles. The outside line is at sea level, which means it has an elevation of zero meters above sea level. The next contour line has an elevation of 10 meters above sea level. The line above that has an elevation of 20 meters above sea level. Contour lines connect points that share the same elevation: Where they are close together (they never intersect), elevation is changing rapidly in short distance and the terrain is steep. Where contour lines are wide apart, elevation is changing slowly, indicating a gentle slope. In this example, the contour lines are evenly spaced apart. This indicates that the slope of the hill is an even and steady curve of elevation from top to bottom.

Topographical map showing contour lines and contour intervals

Contour Interval

A contour interval is the difference in elevation between any two adjacent contour lines. In this case, the contour interval is 10 meters. Note how the contour lines at 0 and 50 meters are thicker than the rest of the lines. These are known as index contour lines. Index contour lines are usually identified every fourth or fifth line on a topographic map. Index contour lines make it easier to read elevation levels, much like chapters in a book.

What Is A Topographic Map Used For

Topographic maps are very useful for hikers, skiers, and others seeking outdoor recreation. They are also essential tools of the trade for geologists, surveyors, engineers, construction workers, landscape planners, architects, biologists, and many other professions, especially people in the military. Armies throughout history have used information on elevation, hills, water, and other landforms when planning their military strategy. They are also used by the government and industry to assist with urban planning, mining, emergency management, and the establishment of legal boundaries and land ownership. In agriculture, topography maps are used to determine how soil can be conserved and how water will flow over the land. They can help scientists to determine how water and wind may cause erosion and establish conservation areas such as watersheds and wind blocks.

Topographic Map Example

Topographical map of a region

6.What are the different types of girders that can be used in a metro viaduct construction? Explain the differences of the girders and elucidate how a designer has to choose his girder type whilst designing.

ANS- when we construct the metro we use girder
1. I girder
2. U girder
3. Box girder
1.A girder is a support beam used in construction. It is the main horizontal support of a structure which supports smaller beams. Girders often have an I-beam cross section composed of two load-bearing flanges separated by a stabilizing web, but may also have a box shape, Z shape, or other forms.
2. Girders are the sturdy, horizontal structures placed above the pillars, on which rails are laid for operation of trains. U-girders can be erected quicker and involve economy of design rather than those used in Metro's
3. A box or tubular girder is a girder that forms an enclosed tube with multiple walls, as opposed to an I- or H-beam. Originally constructed of riveted wrought iron, they are now made of rolled or welded steel, aluminium extrusions or prestressed concrete.
A box girder bridge is one in which the principal structural element is one or more closed cells, acting in bending. Box girders are used for highway bridges, railway bridges and footbridges – different structural forms are chosen for each of these applications.
mostly suitable girder is U girder prefferd because dmrc and bmlrc and pune metro is uesd it .
7.Explain why the choice of metro designers would be precast U girders in India.
ANS-
ANS- The U-shaped girder bridge (also called ‘channel
bridge’) is a relatively new and innovative concept in
bridge deck design. U-shaped girder is appropriate when a
new or modified alignment structure requires an increase in
the vertical clearance beneath the bridge. The bridge deck,
made of prestressed concrete (PSC), has other important

advantages,
such as protection against traffic noise

pollution, aesthetic appearance, reduced construction time,
durability and economy. This concept can be used for
overpasses, under-crossings, viaducts, etc.
8.What is an open web structure? Brief the advantages of the system.
Prestressed concrete is a form of concrete used in construction. It is substantially "prestressed" (compressed) during production, in a manner that strengthens it against tensile forces which will exist when in service.
  1. Saves Construction Time: Precast Concrete construction saves time, the risk of project delay is also less. The precast concrete casting can be carried on simultaneously with other works on site such as earthwork, survey The key factors which regulate the quality of construction such as curing, temperature, mix design, formwork, etc. can be monitored for Precast Concrete. So, improved quality construction can be performed.
  2. Usage of Prestressed Concrete: By using pre-stressed precast, structural materials of high strength and load-bearing capacity can be achieved, which can result in greater clear span, reduced size of the cross-section of structural members, etc.
  3. Cost-effective: The simplified construction process reduces the time, increases the productivity, quality and safety and thus the cost is reduced.
  4. Durability: Precast Concrete structure has a longer service time period and minimal maintenance. The high-density Precast concrete is more durable to acid attack, corrosion, impact, reduces surface voids and resists the accumulation of dust.
  5. Aesthetics: As the structures are prefabricated in a controlled factory environment, several combinations of colors and textures can be used. A wide range of shapes and sizes are available to choose from with smooth finishing and thus the aesthetical value of products are increased.
  6. Safe Construction Platform: No raw materials have to be stocked in site for Precast Concrete construction. It reduces the requirement of traditional formworks and props, wastage, workers, etc. and thus provides a safe working platform.
  • Strength-to-Weight and. Multi-Directional Strength. ...
  • Economy. A high strength-to-weight ratio coupled with low price per pound of steel joists contributes signifi- cantly to lower building costs. ...
  • Cost-Saving Ease of Erection. ...
  • Durability
  • Fire Resistance.
9.Explain the load flow behavior in a open web girder.
A-SECTION

1. Plate 542x16x9451
Bott. Flange Plate 150x20x
Top Flange Plate 642x20x9026
Batten Plate 480x10x518
Lacing Plates 65x10x542
Diaph. Plate 450x10x572(4 nos)

B- DIMENSIONS
Intersection 9630
Top Plate Length 9026
Overall Length 9451
Box width 610
Distance between group of holes
Web 1st
Row 7582
Web 5
th Row 7862
Top flange inner 8361

The present study is devoted to investigate the behaviour of the composite open web steel joists with different parameters under the effect of impact loading. The experimental work involves testing three composite joists to investigate the influence of drop weight, and span-to-depth ratio under impact loading. Four impactor heights were considered for each specimen. The steel joists were 3000 mm span, and the composite concrete slab was 400 mm wide, and 90 mm overall depth overlaid on a profiled steel sheet. The results are presented in terms of recorded time histories of impact and reaction loads, mid- span and quarter-span deflections, and crack pattern of the composite open web joist. Based on the experimental results, the deflection and cracks were found more pronounced when the span-to-depth ratio of the steel joist was decreased. On the other hand, decreasing the drop weight to the half resulting in reduced the maximum deflection, and the cracks were limited at the impact zone.
2.3. Impact loading test setup and procedure
The impact test was conducted by using a drop weight machine. The main parts of
the impact test-rig are:
1. A steel frame of 3250 mm total height was used to freely drop the masses onto
midspan of the specimens.
2. A vertical tube guide was used for the falling mass to ensure midspan impact
with diameter of 145 mm.
3. Two drop masses of 50 kg and 25 kg, including the impact load cell, were used
in this research study. The selection of these masses was expected to fall in a
storage, for example. The striking tip of the masses had a hemispherical shape
with a radius of 50 mm.
4. The weight of 50 kg was dropped on two specimens ,
while the weight of 25 kg was dropped on the specimen
5. For all samples, the drop masses were repeatedly dropped to the same specimens
onto midspan from four heights: 500 mm, 1000 mm, 1500 mm, and 1700 mm.
load flow behaviour
|
longitudinal traverese
design for flexure design for shear design for flexure
10.As per IRS CBC, Table 11(Clause 10.2.2) the stress limitations of SLS, Explain your understanding of the table and how it correlated while designing a viaduct for metro rail construction.
material type of stress under design loading type of construction
rcc psc
concrete triangular or near triangular compressive stress distribution eg due to bending 0.50fck 0.40fck
Uniform or near uniform compressive stress eg due to axial loading 0.38fck 0.30fck
Reinforcement compression tension 0.75fck not applicable
prestressing tendon tension not applicable deemed to be satisfied by 16.8

11.Explain your understanding of crack widths. Brief the three different design crack width with respect to IRS CBC
ans- In table 10 ( clause 10.2.1) a of IRS CBC: Design crack widths
Exposure condition design crack width in mm
moderate 0.20
servere 0.10
extreme 0.10
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