Steel Short Column
PRESENT BY:
-------------------------------------
ID :--------------
We knew that in a framed structure A vertical structural member
which can transmit the load from the slab, beam along with its self-
weight to the foundation is called column.
What is Column ?
 Long Column or Slender
 Short Column
 Intermediate Column
Types of Column
Steel Column
Standard Structural Steel Sections
Build-up Column Sections
ADVANTAGES OF STEEL COLUMN
High Strength : This means that the weight of column that made of steel will be small.
Uniformity: Properties of steel do not change in any portion of Column.
Ductility : Steel can withstand extensive deformation without failure under high tensile Stresses
Toughness : Steel has both strength and ductility
DISADVANTAGES OF STEEL COLUMN
 The use of steel columns is very economical because of their high strength and
slenderness of a compressive column is increased, its danger of buckling increases
 The strength of structural steel member can be reduced if this member is subjected to
cyclic loading.
 Under certain conditions steel may lose its ductility , and brittle fracture may occur at
places of stress concentration.
DESIGN METHOD
ASD=Allowable Strength Design
LRFD=Load Resistance Factored Design
For ASD
 1D+1L
 0.75D+0.75L+0.75W
 0.75D+0.75L+0.75E
For LRFD
 1.4D
 1.2D+1.6L+0.5Lr
 1.2D+1.6Lr+(0.5L or 0.8W)
 1.2D+1.3W+0.5L + 0.5Lr
 1.2D±1E+0.5L
 0.9D±(1.3W or 1E)
Load Combination
Detailing
THANK YOU

Steel short colum

  • 2.
    Steel Short Column PRESENTBY: ------------------------------------- ID :--------------
  • 3.
    We knew thatin a framed structure A vertical structural member which can transmit the load from the slab, beam along with its self- weight to the foundation is called column. What is Column ?
  • 4.
     Long Columnor Slender  Short Column  Intermediate Column Types of Column
  • 5.
  • 6.
  • 7.
    ADVANTAGES OF STEELCOLUMN High Strength : This means that the weight of column that made of steel will be small. Uniformity: Properties of steel do not change in any portion of Column. Ductility : Steel can withstand extensive deformation without failure under high tensile Stresses Toughness : Steel has both strength and ductility
  • 8.
    DISADVANTAGES OF STEELCOLUMN  The use of steel columns is very economical because of their high strength and slenderness of a compressive column is increased, its danger of buckling increases  The strength of structural steel member can be reduced if this member is subjected to cyclic loading.  Under certain conditions steel may lose its ductility , and brittle fracture may occur at places of stress concentration.
  • 9.
    DESIGN METHOD ASD=Allowable StrengthDesign LRFD=Load Resistance Factored Design
  • 10.
    For ASD  1D+1L 0.75D+0.75L+0.75W  0.75D+0.75L+0.75E For LRFD  1.4D  1.2D+1.6L+0.5Lr  1.2D+1.6Lr+(0.5L or 0.8W)  1.2D+1.3W+0.5L + 0.5Lr  1.2D±1E+0.5L  0.9D±(1.3W or 1E) Load Combination
  • 11.
  • 12.