RIGID STRUCTURAL FRAME
• INTRODUCTION OF RIGID FRAME STRUCTURE
• Part of a structure
• Types of structure
• Framed structure
• Structural load
• Load bearing and framed structure
• Load bearing and non load bearing wall
• Advantages and disadvantages
RIGID STRUCTURAL FRAME
INTRODUCTION
Rigid frame structure can be defined as the structures in
which beams and columns are made monolithically and
act collectively t resist the moments which are
generating due to applied load.
It provide more stability. This type of frame structures
resists shear, moment and torsion more effectively than
any other type of frame structures. That’s why it is used
in world’s most astonishing building Burj Al –Arab.
SUB STRUCTURE AND SUPER
STRUCTURE
SUB STRUCTURE AND SUPER
STUCTURE
Substructure is a solid base under the ground
that supports a building above the ground [
super structure]
Super structure of a building is the portion of
structure above foundation. It provides
necessary utility of building with comfort ,
structural safety , ventilation, etc.
PARTS OF STRUCTURE
BEAMS
• Beam is the horizontal
member of a structure
carrying transverse
loads. Beam is
rectangular in cross
section. It carry floor
slab or roof slab. Beam
transfer all load
including self weight to
the column or wall
BEAMS
TYPES OF BEAMS
Simply supported beam
Fixed beam
Cantilever beam
Continuous beam
Overhanging beam
COLUMNS
• An isolated vertical load
bearing member is called
column , width of which is
neither less than its
thickness nor more than
four times its thickness.
• Pier is similar to a column
except that it is bonding
into load bearing wall at
the sides to form an
integral part and extends
to full height of the wall.
COLUMN AND BEAM
• Both are load carrying elements but differ in method or way of
handling load by each member That means , columns bear
compression of load whereas beams bear bending movement and
shear force of load.
• Similar materials are used in the construction of column and beams
which are steel , timber and concrete.
• A building can’t stand without columns but can stand without
beams.
• Design classification of both are different. Columns are classified as
slender or short while beams are classified as T, L or rectangular.
• The ties of columns and ties or shear reinforcement of beams act
differently.
• One should be careful in stating behavior of each because behaviors
of both elements are different.
LINTEL
• Lintel is a short beam
with its ends built into a
wall. It is a horizontal
structural member
placed over small
openings of wall for
door , window,
ventilator, cupboard
etc.
FOUNDATION
• A foundation is the lowest and
supporting layer of a structure.
Foundations are generally
divided into two categories –
shallow foundation and deep
foundation.
• SHALLOOW AND DEEP
foundation Depends on
whether load transfer is at
deeper depths.
• Needs for these two types of
foundation--soil strength ,
ground water condition ,
foundation loads, construction
methods and impact on
adjacent property.
TYPES OF FOUNDATION
• Shallow foundation–
Column footings without
or with tie/ grade beams,
individual or combined
wall footing, slab on
grade, raft
• Deep foundation– Cassis
or without sockets, end
bearing or friction pile
groups of influence ,
made of concrete [
regular or site cast] or
steel.
FRAME STRUCTURE
• Frame structure are the
structures having
combination of beam,
column and slab to resist
lateral and gravity load.
These structures are
usually used to overcome
large moments
developing due to the
applied loading.
1. Rigid frame structure
2. Braced frame structure
FOOTING
• The lowest load bearing
part of a building ,
typically below ground
level I called footing.
• There are three main
types of footing
• Strip footing
• Raft/ Mat footing
• Isolated / Mat footing
STRUCTURAL LOADS
• Loads are external forces acting
on a structure. Stresses are
internal forces that resist loads.
• The following are loads forces
and stresses to be considered in
designing super structures of
building , bridges and culverts.
1. Dead load
2. Live load
3. Wind load
4. Snow load
5. Earthquake load
6. Hydrostatic and soil pressure
7. Impact load
PRIMARY LOADS
PRIMARY LOADS
• DEAD LOAD consists of
weight of various structural
members and weight of any
objects that are
permanently attached to
structure. Hence , for a
building, dead load include
weight of columns , beams
and girders, floor slab,
roofing walls, windows,
plumbing, electrical fixtures
and other miscellaneous
attachments.
•
• LIVE LOADS OR IMPOSED
LOADS are , temporary, of
short duration, or moving.
These dynamic loads may
involve considerations such
as impact, momentum,
vibration, slosh dynamics of
fluids, fatigue, etc. Live
loads sometimes referred to
as probabilistic loads
include all forces that are
variable within object’s
normal operation cycle not
including construction or
environmental loads.
LOAD BEARING WALL
• It carries weight of the building and
distributes that load onto building’s
foundation. Load bearing walls which
are easiest to identify are home’s
exterior walls.
• These walls carry weight of roof
system. Roof trusses rest on these
walls and create a continuous plane
all the way down to the building’s
foundation. In most residential walls,
a 2nd set of load bearing walls, one on
each floor, exists along centerline of
home. In the basement this wall is
created by a metal beam. Directly
above metal beam on 1st and 2nd
floors, a wall down the middle of
home also helps support roof truss
weight.
NON – LOAD BEARING WALL
• A framed wall is any wall
in home that is not a load
bearing wall. Closets are a
typical example of walls
which are not load
bearing walls. Also called
partition walls, framed
walls create internal
rooms in a home. They
can be moved, removed
or shortened without
affecting the building’s
structural integrity.
LOAD BEARING STRUCTURE
• Load is transferred to
foundation via load bearing
internal and external walls
ex. Masonry houses,
pyramids in Egypt. They are
generally characterized by
having a small window to
wall ratio [ i.e. more
structural wall area than
window openings] and
internal walls. Due to large
stresses within brick or
stone walls height of load
bearing structures is
limited.
FRAMED STRUCTURE
• A framed structure is
composed of beams and
columns. With load being
transferred into beams via
floor and then down to
foundation through
columns. These type of
structure can have open
internal spaces and clad in
glass [ curtain walling] or
have large windows. Ex.
Modern day skyscrapers.
First framed building was
Home Insurance Building in
Chicago built in 1884-85.
DIFFERENCE
LOAD BEARING STRUCTURE
• Cost is less
• Suitable up to three stories.
• Walls are thicker , hence
floor area is reduced.
• Slow construction
• Not possible to alter
position of walls after
construction.
• Resistance to earthquake is
poor
FRAMED STRUCTURE
• Cost is more.
• Suitable for any numbers of
stories.
• Walls are thinner hence more
floor area available for use.
• Speedy construction.
• Position of walls may be
changed , whenever
necessary.
• Resistance to earthquake
forces is good.
ADVANTAGES AND DISADVANTAGES
OF FRAME STRUCTURES
• Advantages – One of the best easy in
construction, easy to teach labor at
construction side.
• Disadvantages– Span lengths are usually
restricted to 40ft when normal reinforced
concrete otherwise spans greater than that ,
can cause lateral deflections.
Selection of frame versatility and
advantages over normal tradition
structures for high rise building is due
to their load bearing structures
• Actually performance of load bearing structures is usually
dependent on mass of structures. To fulfill this requirement, there
is need of increase in volume of structural elements [ wall, slab].
This increase in volume of structural elements leads toward the
construction of thick wall. Due to Such type of construction , labor
and construction cost increases. In construction of thick wall there
will be need of great attention which will further reduce speed of
construction.
• If we contrast of load bearing structures with frame structures ,
frame structures appear to be more flexible , economical and can
carry heavy loads. Frame structures can be rehabilited at any time
and flexible in use.
THANKYOU
-------MANISHA AGARWAL

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Report on rigid frame structures

  • 1. RIGID STRUCTURAL FRAME • INTRODUCTION OF RIGID FRAME STRUCTURE • Part of a structure • Types of structure • Framed structure • Structural load • Load bearing and framed structure • Load bearing and non load bearing wall • Advantages and disadvantages
  • 3. INTRODUCTION Rigid frame structure can be defined as the structures in which beams and columns are made monolithically and act collectively t resist the moments which are generating due to applied load. It provide more stability. This type of frame structures resists shear, moment and torsion more effectively than any other type of frame structures. That’s why it is used in world’s most astonishing building Burj Al –Arab.
  • 4. SUB STRUCTURE AND SUPER STRUCTURE
  • 5. SUB STRUCTURE AND SUPER STUCTURE Substructure is a solid base under the ground that supports a building above the ground [ super structure] Super structure of a building is the portion of structure above foundation. It provides necessary utility of building with comfort , structural safety , ventilation, etc.
  • 7. BEAMS • Beam is the horizontal member of a structure carrying transverse loads. Beam is rectangular in cross section. It carry floor slab or roof slab. Beam transfer all load including self weight to the column or wall
  • 9. TYPES OF BEAMS Simply supported beam Fixed beam Cantilever beam Continuous beam Overhanging beam
  • 10. COLUMNS • An isolated vertical load bearing member is called column , width of which is neither less than its thickness nor more than four times its thickness. • Pier is similar to a column except that it is bonding into load bearing wall at the sides to form an integral part and extends to full height of the wall.
  • 11. COLUMN AND BEAM • Both are load carrying elements but differ in method or way of handling load by each member That means , columns bear compression of load whereas beams bear bending movement and shear force of load. • Similar materials are used in the construction of column and beams which are steel , timber and concrete. • A building can’t stand without columns but can stand without beams. • Design classification of both are different. Columns are classified as slender or short while beams are classified as T, L or rectangular. • The ties of columns and ties or shear reinforcement of beams act differently. • One should be careful in stating behavior of each because behaviors of both elements are different.
  • 12. LINTEL • Lintel is a short beam with its ends built into a wall. It is a horizontal structural member placed over small openings of wall for door , window, ventilator, cupboard etc.
  • 13. FOUNDATION • A foundation is the lowest and supporting layer of a structure. Foundations are generally divided into two categories – shallow foundation and deep foundation. • SHALLOOW AND DEEP foundation Depends on whether load transfer is at deeper depths. • Needs for these two types of foundation--soil strength , ground water condition , foundation loads, construction methods and impact on adjacent property.
  • 14. TYPES OF FOUNDATION • Shallow foundation– Column footings without or with tie/ grade beams, individual or combined wall footing, slab on grade, raft • Deep foundation– Cassis or without sockets, end bearing or friction pile groups of influence , made of concrete [ regular or site cast] or steel.
  • 15. FRAME STRUCTURE • Frame structure are the structures having combination of beam, column and slab to resist lateral and gravity load. These structures are usually used to overcome large moments developing due to the applied loading. 1. Rigid frame structure 2. Braced frame structure
  • 16. FOOTING • The lowest load bearing part of a building , typically below ground level I called footing. • There are three main types of footing • Strip footing • Raft/ Mat footing • Isolated / Mat footing
  • 17. STRUCTURAL LOADS • Loads are external forces acting on a structure. Stresses are internal forces that resist loads. • The following are loads forces and stresses to be considered in designing super structures of building , bridges and culverts. 1. Dead load 2. Live load 3. Wind load 4. Snow load 5. Earthquake load 6. Hydrostatic and soil pressure 7. Impact load
  • 19. PRIMARY LOADS • DEAD LOAD consists of weight of various structural members and weight of any objects that are permanently attached to structure. Hence , for a building, dead load include weight of columns , beams and girders, floor slab, roofing walls, windows, plumbing, electrical fixtures and other miscellaneous attachments. • • LIVE LOADS OR IMPOSED LOADS are , temporary, of short duration, or moving. These dynamic loads may involve considerations such as impact, momentum, vibration, slosh dynamics of fluids, fatigue, etc. Live loads sometimes referred to as probabilistic loads include all forces that are variable within object’s normal operation cycle not including construction or environmental loads.
  • 20. LOAD BEARING WALL • It carries weight of the building and distributes that load onto building’s foundation. Load bearing walls which are easiest to identify are home’s exterior walls. • These walls carry weight of roof system. Roof trusses rest on these walls and create a continuous plane all the way down to the building’s foundation. In most residential walls, a 2nd set of load bearing walls, one on each floor, exists along centerline of home. In the basement this wall is created by a metal beam. Directly above metal beam on 1st and 2nd floors, a wall down the middle of home also helps support roof truss weight.
  • 21. NON – LOAD BEARING WALL • A framed wall is any wall in home that is not a load bearing wall. Closets are a typical example of walls which are not load bearing walls. Also called partition walls, framed walls create internal rooms in a home. They can be moved, removed or shortened without affecting the building’s structural integrity.
  • 22. LOAD BEARING STRUCTURE • Load is transferred to foundation via load bearing internal and external walls ex. Masonry houses, pyramids in Egypt. They are generally characterized by having a small window to wall ratio [ i.e. more structural wall area than window openings] and internal walls. Due to large stresses within brick or stone walls height of load bearing structures is limited.
  • 23. FRAMED STRUCTURE • A framed structure is composed of beams and columns. With load being transferred into beams via floor and then down to foundation through columns. These type of structure can have open internal spaces and clad in glass [ curtain walling] or have large windows. Ex. Modern day skyscrapers. First framed building was Home Insurance Building in Chicago built in 1884-85.
  • 24. DIFFERENCE LOAD BEARING STRUCTURE • Cost is less • Suitable up to three stories. • Walls are thicker , hence floor area is reduced. • Slow construction • Not possible to alter position of walls after construction. • Resistance to earthquake is poor FRAMED STRUCTURE • Cost is more. • Suitable for any numbers of stories. • Walls are thinner hence more floor area available for use. • Speedy construction. • Position of walls may be changed , whenever necessary. • Resistance to earthquake forces is good.
  • 25. ADVANTAGES AND DISADVANTAGES OF FRAME STRUCTURES • Advantages – One of the best easy in construction, easy to teach labor at construction side. • Disadvantages– Span lengths are usually restricted to 40ft when normal reinforced concrete otherwise spans greater than that , can cause lateral deflections.
  • 26. Selection of frame versatility and advantages over normal tradition structures for high rise building is due to their load bearing structures • Actually performance of load bearing structures is usually dependent on mass of structures. To fulfill this requirement, there is need of increase in volume of structural elements [ wall, slab]. This increase in volume of structural elements leads toward the construction of thick wall. Due to Such type of construction , labor and construction cost increases. In construction of thick wall there will be need of great attention which will further reduce speed of construction. • If we contrast of load bearing structures with frame structures , frame structures appear to be more flexible , economical and can carry heavy loads. Frame structures can be rehabilited at any time and flexible in use.