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Part 1:Architecture First Year
UNDERSTANDING STRESSES
IN STRUCTURES- Tension
Prepared By: Ar. Harshada A.Bramhe
For 1st yr B’Arch Students
Introduction
An understanding of scientific principles allows
us to understand and even to design any
structure, even if we have no experience with
that structure previously. And this is true even
for the empirically designed structures of the
ancient, medieval, and Renaissance eras,
because the science is always there, manifested
in the actual behavior of the physical structure.
ENGINEERING MECHANICS
• PHYSICAL SCIENCES THAT DEALS WITH THE
FORCES THAT ACT ON A BODY.
• A BODY: ANY PHYSICAL OBJECT E.G. A BOX SAY
ITS 2KG WHICH MEANS THAT THERE IS A FORCE
OF 2KG ACTING ON THIS BOX IN THE
DOWNWARD DIRECTION.
LOADS ( FORCE)
LIVEDEAD
REACTIONS
FORCE DEVELOPED
AT THE SUPPORTS
IN RESPONSE TO
THE APPLIED LOADS
CONCEPTS OF STRUCTURAL ANALYSIS
LOADS
REACTIONS( a force
developed at the
supports in response to
the applies loads
EXTERNAL
FORCES
TENSION
COMP
RESSI
ON
INTERNAL
FORCES(
CAUSED BY
THE EXTERNAL
FORCES)
TENSION
COMPRESSI
ON
STRESS( INTERNAL
FORCE DISTRIBUTED
OVER THE ENTIRE
CROSS SECTIONAL
AREA OF THE
MEMBER) always
expressed as force
per unit area
STRENGTH OF
MATERIAL (
VALUE OF STRESS
THAT THE MATERIAL
CAN CARRY)
EVALUATE THE PERFORMANCE OF MATERIAL
STRESS< STRENGTH OF MATERIAL THE MATERIAL WILL
NOT FAIL but
IF STRESS > STRENGTH OF THE MATERIAL IT WILL FAIL
1.
2
4
5.
3
What does it mean for a structure to carry
loads?
• A structure carries loads successfully if:
The stresses caused by external forces
are less than the strength of the
associated materials.
All vertical forces are balanced
If a trains comes and slams its breaks from left we need a
horizontal reaction at support to counter balance that force
created . We need to also balance all horizontal forces so
that the bridge is in equilibrium
Number of beads on
shallower side balance
the no. of beads on
steeper side
1. TENSION (pure)
2. COMPRESSION (pure)
3. TENSION AND COMPRESSION
(in different members of same
structure)
4. TENSION AND COMPRESSION
(together in members of same
structure) causes SHEAR AND
BENDING
TENSION
LESSON 1
TENSION MEMBERS
• Strength of a member in tension is not dependent
on its length( as stated by Leonardo DiVinci) but is
directly dependent on the cross sectional area
of the member( as stated by Galelio).
• Hence a member of cross sectional area 10 sq
inches is twice stronger than a member with cross
sectional area of 5 sq inches. if they of the same
material.
What is this internal reaction that resists
the external load?
• When a load is applied it causes the molecules in
the body to move away from each other due to the
elongation , the internal force is the attraction
between the molecules these molecules tend to
move away, but the chemical bonds between the
molecules are strong and they resist this
deformation hence this resistance over the entire
Cross sectional area keeps the lower portion in
equilibrium.
Stress is independent of geometry and material
A steel square 2sqmt and a circular
concrete10sqmt. col. can have the
same stress as stress is force
/area so eg. 2000kg/2 and
10000kg/10 both have 1000kg/m2
stress.
Area =2 sqmt Area = 10 sqmt
2000 kg
10000 kg
steel concrete
FUNICULAR FORMS
( Tension forms)
Ans: CANTENARY
no load
What is The form taken by a
chain , rope, under its own
weight called?
Ans: PARABOLA
under loading
What is The form taken by a
main cables of a suspension
bridge called?
FUNICULAR FORMS are
forms taken by cables
under any given loads.
hence they are always in
TENSION
• If the angle of the cables is steeper the forces
are reduced.
• As cables become horizontal they will fail to
support the forces/loads
SUSPENSION BRIDGES
• By distributing the loads evenly along the length of cable ,the
tensile forces acting on cable can be reduced.
• Cables not connected to
tower they run over
them, hence tower have
no horizontal forces.
Tower is purely in
compression.
GOLDEN GATE BRIDGE
CABLE STAY BRIDGES
• Cables are connected to the towers
hence tower have horizontal forces
which cause buckling along with
compression hence they are bigger
in size.
• They are not purely in compression
• If Spans are Shorter ,towers are
thicker and stiffer
FAN SHAPE
HARP ARRANGMENT
HARP ARRANGMENT
PERTH AUSTRALIA
References & Acknowledgement
Lectures and videos :Understanding the World’s Greatest Structures: Science
and Innovation from Antiquity to Modernity
Professor Stephen Ressler United States Military Academy at West Point
Lectures and videos : Youtube DartmouthX –The Engineering of Structures
around us.
Images from Google.com
Thank You
This Presentation has been developed by Ar. Harshada A Bramhe( Academician) .It is in 3
parts for First year B’Arch students to understand the Basics of Stresses- in Structures.

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Part 1: Architecture 1st yr. Understanding stresses in structures-TENSION

  • 1. Part 1:Architecture First Year UNDERSTANDING STRESSES IN STRUCTURES- Tension Prepared By: Ar. Harshada A.Bramhe For 1st yr B’Arch Students
  • 2. Introduction An understanding of scientific principles allows us to understand and even to design any structure, even if we have no experience with that structure previously. And this is true even for the empirically designed structures of the ancient, medieval, and Renaissance eras, because the science is always there, manifested in the actual behavior of the physical structure.
  • 3. ENGINEERING MECHANICS • PHYSICAL SCIENCES THAT DEALS WITH THE FORCES THAT ACT ON A BODY. • A BODY: ANY PHYSICAL OBJECT E.G. A BOX SAY ITS 2KG WHICH MEANS THAT THERE IS A FORCE OF 2KG ACTING ON THIS BOX IN THE DOWNWARD DIRECTION.
  • 4. LOADS ( FORCE) LIVEDEAD REACTIONS FORCE DEVELOPED AT THE SUPPORTS IN RESPONSE TO THE APPLIED LOADS
  • 5. CONCEPTS OF STRUCTURAL ANALYSIS LOADS REACTIONS( a force developed at the supports in response to the applies loads EXTERNAL FORCES TENSION COMP RESSI ON INTERNAL FORCES( CAUSED BY THE EXTERNAL FORCES) TENSION COMPRESSI ON STRESS( INTERNAL FORCE DISTRIBUTED OVER THE ENTIRE CROSS SECTIONAL AREA OF THE MEMBER) always expressed as force per unit area STRENGTH OF MATERIAL ( VALUE OF STRESS THAT THE MATERIAL CAN CARRY) EVALUATE THE PERFORMANCE OF MATERIAL STRESS< STRENGTH OF MATERIAL THE MATERIAL WILL NOT FAIL but IF STRESS > STRENGTH OF THE MATERIAL IT WILL FAIL 1. 2 4 5. 3
  • 6. What does it mean for a structure to carry loads? • A structure carries loads successfully if: The stresses caused by external forces are less than the strength of the associated materials.
  • 7. All vertical forces are balanced If a trains comes and slams its breaks from left we need a horizontal reaction at support to counter balance that force created . We need to also balance all horizontal forces so that the bridge is in equilibrium
  • 8. Number of beads on shallower side balance the no. of beads on steeper side
  • 9. 1. TENSION (pure) 2. COMPRESSION (pure) 3. TENSION AND COMPRESSION (in different members of same structure) 4. TENSION AND COMPRESSION (together in members of same structure) causes SHEAR AND BENDING
  • 11.
  • 12. TENSION MEMBERS • Strength of a member in tension is not dependent on its length( as stated by Leonardo DiVinci) but is directly dependent on the cross sectional area of the member( as stated by Galelio). • Hence a member of cross sectional area 10 sq inches is twice stronger than a member with cross sectional area of 5 sq inches. if they of the same material.
  • 13. What is this internal reaction that resists the external load? • When a load is applied it causes the molecules in the body to move away from each other due to the elongation , the internal force is the attraction between the molecules these molecules tend to move away, but the chemical bonds between the molecules are strong and they resist this deformation hence this resistance over the entire Cross sectional area keeps the lower portion in equilibrium.
  • 14. Stress is independent of geometry and material A steel square 2sqmt and a circular concrete10sqmt. col. can have the same stress as stress is force /area so eg. 2000kg/2 and 10000kg/10 both have 1000kg/m2 stress. Area =2 sqmt Area = 10 sqmt 2000 kg 10000 kg steel concrete
  • 15.
  • 16.
  • 17.
  • 19. Ans: CANTENARY no load What is The form taken by a chain , rope, under its own weight called?
  • 20.
  • 21. Ans: PARABOLA under loading What is The form taken by a main cables of a suspension bridge called?
  • 22.
  • 23. FUNICULAR FORMS are forms taken by cables under any given loads. hence they are always in TENSION
  • 24.
  • 25. • If the angle of the cables is steeper the forces are reduced. • As cables become horizontal they will fail to support the forces/loads
  • 26. SUSPENSION BRIDGES • By distributing the loads evenly along the length of cable ,the tensile forces acting on cable can be reduced. • Cables not connected to tower they run over them, hence tower have no horizontal forces. Tower is purely in compression.
  • 27.
  • 30. • Cables are connected to the towers hence tower have horizontal forces which cause buckling along with compression hence they are bigger in size. • They are not purely in compression • If Spans are Shorter ,towers are thicker and stiffer
  • 35. References & Acknowledgement Lectures and videos :Understanding the World’s Greatest Structures: Science and Innovation from Antiquity to Modernity Professor Stephen Ressler United States Military Academy at West Point Lectures and videos : Youtube DartmouthX –The Engineering of Structures around us. Images from Google.com
  • 36. Thank You This Presentation has been developed by Ar. Harshada A Bramhe( Academician) .It is in 3 parts for First year B’Arch students to understand the Basics of Stresses- in Structures.