This document discusses different types of arches based on their shape, number of centers, and materials used. It describes flat arches, segmental arches, semicircular arches, horseshoe arches, pointed arches, and more. Arches are also classified as one-centered, two-centered, etc. based on the number of centers. Stone, brick, concrete are discussed as common materials. The document concludes with a case study of the Puente Nuevo bridge in Spain, describing its construction and history.
Auditorium Literature Study & Design ConsiderationsVartika Sharma
The presentation includes basic fundamentals to keep in mind while designing an Auditorium.
Source:
• National Building Code (NBC),
• Time Saver Standards-Building Types (TSS),
• Neufert
• IS Code - is.2526.1963
Auditorium Literature Study & Design ConsiderationsVartika Sharma
The presentation includes basic fundamentals to keep in mind while designing an Auditorium.
Source:
• National Building Code (NBC),
• Time Saver Standards-Building Types (TSS),
• Neufert
• IS Code - is.2526.1963
Study of Folded Plates for understanding their use, types, technology along with suitable case studies. This is a specific type of Methodology adopted for construction over long spans column free spaces. How structurally Folded plates surpases the need of column grids and conventional methods of construction with the proper design and technology is the motive of this study.
Arch is a curved structure designed to carry loads across a gap mainly by compression. The mechanical principle of the arch is precisely the same as that of the portal frame. The straight pieces of material joined by sharp bends are smoothed into a continuous curve. This increases the cost of construction but greatly reduces the stresses.
For more detail on Arch Systems and architecture engineering,
visit us - www.archistudent.net
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a space frame or space structure is a rigid, lightweight, truss-like structure constructed from interlocking struts in a geometric pattern. Space frames can be used to span large areas with few interior support
The bundled tube structure meant that "buildings no longer need be boxlike in appearance: they could become sculpture." Hybrids. Hybrids include a varied category of structures where the basic concept of tube is used, and supplemented by other structural support(s).
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4th year design project aiming to have a comprehensive design of a youth art center in the city of famagusta serving as a street art center for the youth. furthermore this youth center will serve as a landmark for the city and provide functions for the youth.
Study of Folded Plates for understanding their use, types, technology along with suitable case studies. This is a specific type of Methodology adopted for construction over long spans column free spaces. How structurally Folded plates surpases the need of column grids and conventional methods of construction with the proper design and technology is the motive of this study.
Arch is a curved structure designed to carry loads across a gap mainly by compression. The mechanical principle of the arch is precisely the same as that of the portal frame. The straight pieces of material joined by sharp bends are smoothed into a continuous curve. This increases the cost of construction but greatly reduces the stresses.
For more detail on Arch Systems and architecture engineering,
visit us - www.archistudent.net
Follow us - https://www.facebook.com/Archified-162820443787915/
a space frame or space structure is a rigid, lightweight, truss-like structure constructed from interlocking struts in a geometric pattern. Space frames can be used to span large areas with few interior support
The bundled tube structure meant that "buildings no longer need be boxlike in appearance: they could become sculpture." Hybrids. Hybrids include a varied category of structures where the basic concept of tube is used, and supplemented by other structural support(s).
framed tube structure
structure tube furniture
structure tube canada
tube structural system
tube structure design
tube frame building kits
tube structure buildings
tube framed buildings
interesting civil engineering topics
civil engineering topics for presentation
seminar topics pdf
best seminar topics for civil engineering
civil seminar topics ppt
civil engineering seminar topics 2019
seminar topics for mechanical engineers
mechanical engineering seminar topics 2018
4th year design project aiming to have a comprehensive design of a youth art center in the city of famagusta serving as a street art center for the youth. furthermore this youth center will serve as a landmark for the city and provide functions for the youth.
All Types of Arches Flat Arch. In a flat arch, the intrados is flat and acts like the base of an equilateral triangle... Round Arch. Segmental Arch. This is considered a basic type of arch, and it is used for buildings where... Horseshoe Arch. Like its name suggests, this arch is in the shape of ...
types of arches in architecture
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3D PRINT BUILDINGS (LINK IN DESCRIPTION FOR DOWNLOAD)Dimple Poddar
The report is descriptive about 3D print building, its types, uses, construction, merits, demerits and conclusion.
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Intelligent building (Link in Description for Download)Dimple Poddar
The report shows a brief explaanation of an intelligent building, its criteria, advantages and diadvantages with a case study explaining about the use of of an intelligent building in pacticality.
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Building management system (LINK IN DESCRIPTION FOR DOWNLOAD)Dimple Poddar
Report on Building Management System, how it works, components of BMS, Advantages & Disadvantages of BMS, Costing of BMS and its vendors, etc
LINK TO DOWNLOAD: https://dimpstrail.gumroad.com/l/yyifk
Long span structures case study (LINK IN DESCRIPTION FOR DOWNLOAD)Dimple Poddar
Case study on types of Long span structures which are constructed using Trusses, Arches, Beams And portal frames.
LINK TO DOWNLOAD: https://dimpstrail.gumroad.com/l/ceqjk
Long span truss (link to download): https://dimpstrail.gumroad.com/l/fpcwcwDimple Poddar
Long span truss, its types, materials used, connections, advantages, disadvantages, case study
LONG SPAN TRUSS
• A truss is essentially a triangulated system of straight interconnected
structural elements. The most common use of trusses is in buildings,
where support to roofs, the floors and internal loading such as
services and suspended ceilings, are readily provided.
• The main reasons for using trusses are:
1. Long span
2. Lightweight
3. Reduced deflection (compared to plain members)
4. Opportunity to support considerable loads.
TYPES OF LONG SPAN TRUSS
• Pitched Roof Truss • Lattice Girder
• Parallel Chord Truss • North Light Truss
• King Post Truss • Vierendeel Truss
• Queen Post Truss • K - Type Truss
• Pratt Truss • Pitched Roof Truss
• Howe Truss
• Fink Truss
• Fan Truss
• Scissor Truss
• Warren Girder
ADVANTAGES
• Very long spans possible
• Heavy loads may be carried
• Modest deflection
DISADVANTAGES
• Generaly more expensive fabrication
• Bracing is used for in plane stability
Long span beams | Link to download: https://dimpstrail.gumroad.com/l/ydbbqDimple Poddar
Long span eams, its types and a case study.
What are Long Span Beams ?
• Beams greater than 30 metres in span are said to be Long Span Beams.
• Uses of Long Span Beams includes :
1. Flexible, column free internal spaces.
2. Reduced steel erection times.
3. To facilitate the integration of services without increasing the overall depth.
Types of Long Span Beams ?
1. Parallel Beam Approach:
• Effective for spans upto 14m.
• Floor grids comprise of two layers of fully continuous beams running in orthogonal direction.
• Services can be integrated with these two layers, so that services is accommodated within the structural floor depth.
• Depth of the beams is reduced.
2. Composite Beams with web openings:
• Effective for spans upto 10m – 16m.
• It allows services to pass through the section thereby reducing overall depth of the beam.
• The alternative way of forming the web openings is simply to cut them into the plate used form the web of a plate girder, or the web of a rolled section.
• The openings introduce a number of potential failure modes not found in solid web beams. Large openings may require stiffening to avoid instability (buckling) of the web posts.
3. Tapered Girders:
• Effective for spans upto 10m – 20m.
• They are another solution that allows services to be accommodated
within the structural floor zone.
• The depth of the girder increases towards mid-span, where applied moments are greatest, thereby facilitating hanging services under the shallower regions near the beam supports.
• It is also possible to form web openings in tapered girders in regions of low shear, towards mid-span. These provide more options for service integration.
4. Stub Girder:
• Effective for spans more than 20m.
• Stub girders Stub girders are a Vierendeel form of truss. The bottom chord is typically formed from a shallow open section (H- beam), on which sit short lengths (stubs) of deeper I- sections.
• Services and/or secondary beams can pass through the gaps between the beam stubs, reducing overall construction.
5. Haunched Composite Beams:
• Spans more than 20m can be easily achieved.
• Haunches may be added at the ends of a composite beam to provide moment continuity.
6. Composite Trusses:
• Composite trusses, which use the concrete slab as the upper chord in the final state, can achieve spans in excess of 20 m.
• This means they have been used when very long spanning capability was needed.
• Clearly one of the prices to pay for the spanning ability is that fabrication cost is higher than for a plain beam.
Matrimandir - Temple of the Mother (LINK TO DOWNLOAD IN DESCRIPTION)Dimple Poddar
MATRIMANDIR - As the name suggests the TEMPLE OF THE MOTHER is a very peaceful place one can visit and get to learn over there. This presentation gives a detailed description one needs to know about MATRIMANDIR.
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A workshop hosted by the South African Journal of Science aimed at postgraduate students and early career researchers with little or no experience in writing and publishing journal articles.
Exploiting Artificial Intelligence for Empowering Researchers and Faculty, In...Dr. Vinod Kumar Kanvaria
Exploiting Artificial Intelligence for Empowering Researchers and Faculty,
International FDP on Fundamentals of Research in Social Sciences
at Integral University, Lucknow, 06.06.2024
By Dr. Vinod Kumar Kanvaria
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Strategies for Effective Upskilling is a presentation by Chinwendu Peace in a Your Skill Boost Masterclass organisation by the Excellence Foundation for South Sudan on 08th and 09th June 2024 from 1 PM to 3 PM on each day.
The simplified electron and muon model, Oscillating Spacetime: The Foundation...RitikBhardwaj56
Discover the Simplified Electron and Muon Model: A New Wave-Based Approach to Understanding Particles delves into a groundbreaking theory that presents electrons and muons as rotating soliton waves within oscillating spacetime. Geared towards students, researchers, and science buffs, this book breaks down complex ideas into simple explanations. It covers topics such as electron waves, temporal dynamics, and the implications of this model on particle physics. With clear illustrations and easy-to-follow explanations, readers will gain a new outlook on the universe's fundamental nature.
Introduction to AI for Nonprofits with Tapp NetworkTechSoup
Dive into the world of AI! Experts Jon Hill and Tareq Monaur will guide you through AI's role in enhancing nonprofit websites and basic marketing strategies, making it easy to understand and apply.
Biological screening of herbal drugs: Introduction and Need for
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for Anti-inflammatory, Antiulcer, Anticancer, Wound healing, Antidiabetic, Hepatoprotective, Cardio protective, Diuretics and
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This presentation was provided by Steph Pollock of The American Psychological Association’s Journals Program, and Damita Snow, of The American Society of Civil Engineers (ASCE), for the initial session of NISO's 2024 Training Series "DEIA in the Scholarly Landscape." Session One: 'Setting Expectations: a DEIA Primer,' was held June 6, 2024.
Arches in long span structures (LINK IN DESCRIPTION TO DOWNLOAD)
1. A. B. C.
REPORT
Dimple Poddar
Sem – 09 | Date: 14 July 2020
Roll no: 19
Smt. K. L. Tiwari college of architecture
ARCHES
2. Page | 1
ARCHES
Introduction
An arch is a structure constructed of wedge- shaped units, jointed together with mortar
& spanning an opening to support the wall above it with other super-imposed loads.
Due to wedge-like form, the units support each other, the load tends to make them
compact & enables them to transmit the pressure downwards to their supports.
Figure 1: Elements of an arch
3. Page | 2
Elements of Arches
1. Crown: The top section of a curved arch (or road camber etc).
2. Keystone: In stonework the keystone is a central voussoir that is quite often decorated
in some way. When the arch is being built it is always built up evenly from side to side
and the last stone placed is the keystone.
3. Springing Line.: A horizontal construction line denoting the starting of the curve in
curved arches, or the bottom of a flat arch.
4. Extrados: A construction line denoting outer limit of the arch. It is used in the setting
out.
5. Intrados: A construction line denoting inside limit of the arch. It is used in the setting
out. Not be be confused with the soffit which is a surface.
6. Haunch: The first few voussoirs up from the springing line.
7. Voussior: The individual masonry pieces that make up an arch. (In the sketch above
there are nine of them)
8. Abutment: The general mass of masonry that supports one end of the arch. In bridge
building it is also the part that meets the roadway, and it is also the base part of bridge
piers,
9. Impost: The masonry piece that one end of the arch sits on.
Classification of arch
1. Based on shape
2. Based on number of centers
3. Based on material of construction
4. Page | 3
Based on shape
1. Flat Arch
Also called a Jack Arch. A straight arch along the springing line with a flat
Intrados. The masonry units are laid out as voussoirs angled to a centre below
the arch.
Components of a Flat arch: are as follows:
a. Arch Bar: A piece of flat steel or angle iron that supports brickwork in a
straight span.
b. Skewback: The angled abutment of a flat arch.
c. Reveal: The side faces of an opening in a masonry wall.
Figure 2: A typical flat brick arch with wedge shaped voussoirs Figure 3: Sketch showing arch bar and reveal
5. Page | 4
2. Segmental Arch
An arch that has a curve formed from a segment of a circle. Sometimes called a
circular arch.
Figure 4: A segmental arch Figure 5: An old brick arch seen in Haarlem, Holland.
3. Semicircular arch
Also known as the Roman Arch. based on half of a circle.
Arcade: In Architecture. A succession of arches sat on columns each thrusting on its
neighbor. A covered walkway bounded by such arches.
Soffit: In Masonry. The under surface of an arch or beam.
Figure 6: The aqueduct at Segovia, built Figure 7: A brick arch with a stone soffit.
by the Romans in the first century AD Greenwhich, London UK
6. Page | 5
4. Horse-shoe arch
Also called the Moorish arch and the keyhole arch, is the
emblematic arch of Moorish architecture.
Horseshoe arches can take rounded, pointed or lobed form.
Figure 8: Typical image of horse-shoe arch Figure 9: Santa Eulalia de Bóveda, Lugo (2nd century AD)
5. Pointed arch
A Gothic or pointed arch based on an equilateral triangle.
Figure 10: The equilateral Gothic arch Figure 11:an arch across part of the moat at Leeds Castle in Kent
7. Page | 6
6. Venetian arch
Venetian arch is also pointed arch but its crown is deeper than springing’s. It
contains four Centre’s, all located on the springing line.
Figure 12: Typical venetian arch
7. Semi – elliptical arch
This is a type of arch of semi-ellipse shape and having three or five Centers.
Figure 13: Semi - elliptical arch
8. Page | 7
Types of Arches based on number of Centers
1. One – centered arch
Segmental, semi-circular, flat, horse-shoe arches and stilted arches are one
centered arches.
In some cases, perfectly circular arch is provided for circular windows
which is called as bull’s eye arch is also come under these category.
Figure 14: sketch of one - centered arch Figure 15: Typical bull' s eye arch
2. Two – centered arch
Pointed or gothic or lancet arches are generally come under this type.
Figure 16: A typical lancent arch Figure 17: Section of two - centered arch
9. Page | 8
3. Three – centered arch
Semi elliptical and Florentine arches are generally having three number of
centers.
Figure 18: A canal in Amsterdam Figure 19: A three - centered arch
4. Four – centered arch
Venetian arch is a typical example for four-centered arch. Tudor arch is also
having four centers.
Figure 20: Sketch of four - centered arch Figure 21: Tudor monarchs in England, hampton court
10. Page | 9
5. Five – centered arch
A good semi-elliptical shape arch contains five centers.
Figure 22: Sketch of five - centered arch
Types of Arches based on Workmanship and Construction Materials
1. Stone Arches
Based on workmanship, these are sub divided into two types. They are,
1. Rubble arches
Rubble arches are very weak and used only for inferior work.
These are used up to spans of 1m.
These are made of rubble stones which are hammer dressed, roughly to shape
and size and fixed in cement mortar. S
ometimes these are also used as relieving arches up to a depth of 37.5cm, but
these are constructed in one ring.
11. Page | 10
If the depth is more, we can go for two rings in alternate course of headers and
stretchers.
Figure 23: Sketch of rubble arch
Figure 24: Typical rubble arch after construction
12. Page | 11
2. Ashlar arch
In this type, the stones are cut to proper shape of voussoirs (a wedge-shaped or
tapered stone used to construct an arch) and fully dressed, joined with cement
mortar. Ashlar stones are also used to make flat arches.
Figure 25: Typical ashlar arch
2. Brick arches
1. Rough brick arches
These are constructed with ordinary bricks without cutting to the shape
voussoirs.
he arch curve is provided by forming wedge shaped joints with greater thickness
at extrados and smaller thickness at intrados.
So, it looks unattractive. That’s why it is not recommended for exposed brick
works.
13. Page | 12
Figure 26: Rough brick arch
2. Axed brick arches
The bricks are cut into wedge shape with the help of brick axe. So, these are
roughly dressed in shape and size.
Hence, Arch formed by these axed bricks is not very pleasant.
Figure 27: Axed brick arch
14. Page | 13
3. Gauged brick arches
In this type arch, bricks are cut to exact shape and size of required voussoir with
the help of wire saw.
The bricks are finely dressed and these bricks are joined by lime putty. But, for
gauged brick arches only soft bricks are used.
Figure 28: Gauged brick arches
4. Purpose made brick arches
The bricks are manufactured, matching with the exact shape and size of
voussoirs, to get a very fine workmanship.
Figure 29: Purpose made brick arch
15. Page | 14
3. Concrete arches
Concrete arches are of two types:
1. Precast concrete block arches
In Precast concrete block arches the blocks are cast in molds to the exact shape
and size of voussoirs.
For key stone and skewbacks special molds are prepared. These will give good
appearance because of exact shape and size. Cement concrete of 1:2:4 is used.
Figure 30: Precast concrete block arch
2. Monolithic concrete block arches
Monolithic concrete block arches are suitable for larger span.
These are constructed form cast-in-situ concrete.
16. Page | 15
These may be either plain or reinforced, depending upon the span and
magnitude of loading. Form work is used for casting the arch. The curing is
done for 2 to 4 weeks.
Figure 31: Monolithic concrete block arch
Modes of failure of arch
17. Page | 16
Case study – Puente Nuevo, spain
Carries Vehicular traffic
Crosses Guadalevín River in El Tajo gorge
Locale Ronda
Characteristics
Material Stone
Total length 66 meters
Height 98 meters
No. of spans 3
History
Designer Domingo Lois de Monteagudo
Architect Jose martin de Aldehuela
Construction start 1759
Construction end 1793
Figure 32: Typical image of bridge
18. Page | 17
The Puente Nuevo (Spanish pronunciation: [ˈpwente ˈnweβo], "New Bridge") is the
newest and largest of three bridges that span the 120-metre-deep (390 ft) chasmthat
carries the Guadalevín River and divides the city of Ronda, in southern Spain. The
architect was José Martin de Aldehuela, who died in Málaga in 1802. The chief builder
was Juan Antonio Díaz Machuca.
The construction of the newest bridge (the one that stands today) was started in 1759
and took 34 years. There is a chamber above the central arch that was used for a variety
of purposes, including as a prison. During the 1936-1939 civil war both sides allegedly
used the prison as a torture chamber for captured opponents, killing some by throwing
them from the windows to the rocks at the bottom of the El Tajo gorge. The chamber is
entered through a square building that was once the guard-house. It now contains an
exhibition describing the bridge's history and construction.
Construction of the previous bridge started in 1735; this was the first attempt to span
the gorge at this height. The architects Jose Garcia and Juan Camacho completed the
bridge with a single arch design. Unfortunately, this bridge was quickly and poorly built;
the entire bridge collapsed in 1741, killing 50 people.
Figure 33: Bridge view Figure 34: Punete Nuevo bridge view