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Arches
and
Dome
Harshil Mehta
131010011010
Civil 6th Sem.
What is Arch…?
 An arch is structure that
spans a space and
supports structure and
weight above it.
 Provides a structure which
eliminates tensile stresses
in spanning a great amount
of open space.
 All the forces are resolved
into compressive stresses.
Force acting on arch
Elements of arches
Technical Terms
 Keystone: A keystone is the
wedge-shaped stone piece at
the apex of an arch, which is
the final piece placed during
construction and locks all the
stones into position, allowing
the arch to bear weight.
 Voussoirs: The voussoirs
are the wedge shaped units
forming the arch.
 Intrados: It is the
inner curve of an
arch.
 Extrados: It is the
outer curve of an
arch.
 Springing stone:
The springing stone
or springer is the
first voussoirs at
springing level on
either side of the
arches.
 Crown: Highest
point of extrados or
 Span : Clear
horizontal distance
between the two
supports.
 Rise :The vertical
distance between the
spring line of an arch
and the keystone .
Failure of an arch
EVERY ELEMENT OF ARCH REMAINS
IN COMPRESSION.
 An arches fail due to:
1) Crushing of the masonry.
2) Sliding of voussoirs.
3) Rotation of some joints about an edge.
4) Uneven settlement of an abutment.
Failure of an arch
 Crushing of the masonry: If the compressive stress
exceeds the safe crushing strength of the masonry unit
and mortar , the arch will fail in crushing.
 Sliding of voussoirs :To safeguard against sliding of
voussoirs past each other due to transverse shear ,the
voussoirs of greater height should be provided.
 Rotation of some joints about an edge :Rotation can be
prevented ,if the line of resistance is kept within intrados
and extrados. Also, the line of thrust should be made to
cross the joint away from the edge to prevent the
crushing of that edge.
Failure of arches
Construction
 Masonry work in arch should be carried up
from both ends uniformly and keyed in the
centre.
 Defects in dressing should not be made
good by mortar or chips.
 The arch work should be kept thoroughly
wet. so that no portion of the arch hardens
and fully ,sets before the whole arch is
completed.
 From this consideration, it is desirable to
employ a mortar which is slow setting.
Loading of Arches
 Loading of arches should be gradual and so
regulated that at least 7 days should elapse before
50% of design load.
 At least 14 days should elapse before 75%of
design load comes on the arch, allowing full
design load only after 28 days of completion of
arch.
Main types of arches
Semi Circular
Arch
Segmental arch or
arch that is less
than a semicircle
Flat arch
•A semi-circular arch is a half circle. This arch has an
advantage over segmental arch that side thrust at the
support is much less and thus side supports need not be
very wide.
•A flat arch, which is suitable only for small spans (say up to
1 meter) and light loads, has a horizontal extrados and
slightly cambered intrados is employed mainly for spanning
door and window openings in ordinary buildings.
DOME
 A dome is an element of architecture that resembles
the hollow upper half of a sphere.
 Dome structures made of various materials have a
long architectural lineage extending into prehistory.
 A dome is a rounded vault made of curved segments,
meaning an arch rotated around its central vertical
axis.
 Coffer
 Cupola
 Lantern
 Oculus
 Pendentive
 Rotunda
 Squinch
 Tholobate
 Whispering gallery
Compound Dome Simple Dome
• Masonry domes were provided in the past to serve as roof cover
for large structures, when no other structural means of
bridging large spans were available.
• With the advent of steel, reinforced concrete and prestressed
concrete, use of domes is not made now, except on special
architectural considerations in case of monumental, religious
and institutional buildings.
• Construction technique of a dome is more or less similar to
that of an arch.
Arches and Dome

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Arches and Dome

  • 2. What is Arch…?  An arch is structure that spans a space and supports structure and weight above it.  Provides a structure which eliminates tensile stresses in spanning a great amount of open space.  All the forces are resolved into compressive stresses.
  • 5. Technical Terms  Keystone: A keystone is the wedge-shaped stone piece at the apex of an arch, which is the final piece placed during construction and locks all the stones into position, allowing the arch to bear weight.  Voussoirs: The voussoirs are the wedge shaped units forming the arch.
  • 6.  Intrados: It is the inner curve of an arch.  Extrados: It is the outer curve of an arch.  Springing stone: The springing stone or springer is the first voussoirs at springing level on either side of the arches.  Crown: Highest point of extrados or
  • 7.  Span : Clear horizontal distance between the two supports.  Rise :The vertical distance between the spring line of an arch and the keystone .
  • 8. Failure of an arch EVERY ELEMENT OF ARCH REMAINS IN COMPRESSION.  An arches fail due to: 1) Crushing of the masonry. 2) Sliding of voussoirs. 3) Rotation of some joints about an edge. 4) Uneven settlement of an abutment.
  • 9. Failure of an arch  Crushing of the masonry: If the compressive stress exceeds the safe crushing strength of the masonry unit and mortar , the arch will fail in crushing.  Sliding of voussoirs :To safeguard against sliding of voussoirs past each other due to transverse shear ,the voussoirs of greater height should be provided.  Rotation of some joints about an edge :Rotation can be prevented ,if the line of resistance is kept within intrados and extrados. Also, the line of thrust should be made to cross the joint away from the edge to prevent the crushing of that edge.
  • 11. Construction  Masonry work in arch should be carried up from both ends uniformly and keyed in the centre.  Defects in dressing should not be made good by mortar or chips.  The arch work should be kept thoroughly wet. so that no portion of the arch hardens and fully ,sets before the whole arch is completed.  From this consideration, it is desirable to employ a mortar which is slow setting.
  • 12. Loading of Arches  Loading of arches should be gradual and so regulated that at least 7 days should elapse before 50% of design load.  At least 14 days should elapse before 75%of design load comes on the arch, allowing full design load only after 28 days of completion of arch.
  • 13. Main types of arches Semi Circular Arch Segmental arch or arch that is less than a semicircle Flat arch •A semi-circular arch is a half circle. This arch has an advantage over segmental arch that side thrust at the support is much less and thus side supports need not be very wide. •A flat arch, which is suitable only for small spans (say up to 1 meter) and light loads, has a horizontal extrados and slightly cambered intrados is employed mainly for spanning door and window openings in ordinary buildings.
  • 14. DOME
  • 15.  A dome is an element of architecture that resembles the hollow upper half of a sphere.  Dome structures made of various materials have a long architectural lineage extending into prehistory.  A dome is a rounded vault made of curved segments, meaning an arch rotated around its central vertical axis.
  • 16.  Coffer  Cupola  Lantern  Oculus  Pendentive  Rotunda  Squinch  Tholobate  Whispering gallery
  • 18. • Masonry domes were provided in the past to serve as roof cover for large structures, when no other structural means of bridging large spans were available. • With the advent of steel, reinforced concrete and prestressed concrete, use of domes is not made now, except on special architectural considerations in case of monumental, religious and institutional buildings. • Construction technique of a dome is more or less similar to that of an arch.