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COMPRESSION MEMBERS AS STRUT
• Column, top chords of trusses, diagonals and
bracing members are all examples of compression
members
Truss
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
Discontin
uous
angles
Discontin
uous
angles
• Maximum slenderness ratio (Stiffness Requirement)
Economical Cross section
• Where
Buckling class of cross sections

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Compression member.pptx

  • 1. COMPRESSION MEMBERS AS STRUT • Column, top chords of trusses, diagonals and bracing members are all examples of compression members Truss
  • 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 Discontin uous angles Discontin uous angles
  • 7. • Maximum slenderness ratio (Stiffness Requirement)
  • 9.
  • 11. Buckling class of cross sections