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COMPRESSION MEMBERS AS COLUMN
• Column, top chords of trusses, diagonals and
bracing members are all examples of compression
members
VARIOUS TERMS USED FOR
COMPRESSION MEMBER
• Strut : it is compression member of truss
• Column: it is compression member of buildings
• Stanchion: it is a built-up column with heavy
loads.
• Post: this term indicate compression member of
wooden structure.
• Boom: compression member of crane
• Common section used as Compression members
member
Single & Double Angles
Channel I-Section
(Joist / Beam)
Rod
Composite section
Tube Section
Hollow Section
• Modes of failure of Compression member
Crushing failure Buckling failure
Terms used in design of compression member
• Effective length (KL)
• Slenderness Ratio (𝜆𝑒𝑓𝑓)
• Economical Cross section
• Effective
length of
Column
(KL):
• The effective
length, KL, is
calculated from
the actual length
(L) of the
member,
considering the
rotational and
relative
translational
boundary
conditions at the
ends
• Maximum slenderness ratio (Stiffness Requirement)
Economical Cross section
Limit State Design Concepts
• Design compressive strength of a member or section (Pd) for MS
Flat
• Pd = Ae × fcd {Cl. 7.1.1 pg34}
Ae = Effective sectional area
fcd = Design stress in axial compression
Buckling class of cross sections
• Length = 6m
• ISHB 350 @661.2 N/m
• Cover plate 350x20mm
• The lower end of
column is restrained
against rotation and
translation upper end is
hinged.
• Calculate design
compressive strength

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Compression member (2).pptx

  • 1. COMPRESSION MEMBERS AS COLUMN • Column, top chords of trusses, diagonals and bracing members are all examples of compression members
  • 2. VARIOUS TERMS USED FOR COMPRESSION MEMBER • Strut : it is compression member of truss • Column: it is compression member of buildings • Stanchion: it is a built-up column with heavy loads. • Post: this term indicate compression member of wooden structure. • Boom: compression member of crane
  • 3. • Common section used as Compression members member Single & Double Angles Channel I-Section (Joist / Beam) Rod Composite section Tube Section Hollow Section
  • 4. • Modes of failure of Compression member Crushing failure Buckling failure
  • 5. Terms used in design of compression member • Effective length (KL) • Slenderness Ratio (𝜆𝑒𝑓𝑓) • Economical Cross section
  • 6. • Effective length of Column (KL): • The effective length, KL, is calculated from the actual length (L) of the member, considering the rotational and relative translational boundary conditions at the ends
  • 7. • Maximum slenderness ratio (Stiffness Requirement)
  • 9. Limit State Design Concepts • Design compressive strength of a member or section (Pd) for MS Flat • Pd = Ae × fcd {Cl. 7.1.1 pg34} Ae = Effective sectional area fcd = Design stress in axial compression
  • 10. Buckling class of cross sections
  • 11.
  • 12.
  • 13.
  • 14.
  • 15. • Length = 6m • ISHB 350 @661.2 N/m • Cover plate 350x20mm • The lower end of column is restrained against rotation and translation upper end is hinged. • Calculate design compressive strength