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Long Column, Short Column
Nadya Baracho
Assistant Professor
Don Bosco College of Engineering, Fatorda, Goa
UNSUPPORTED LENGTH
 FOR BEAM-SLAB CONSTRUCTION
(IS 456:2000 CLAUSE 25.1.3 b)
 Clear distance between the floor
and the underside of the shallower
beam framing into the columns in
each direction at the next higher
floor level.
 The unsupported length is denoted
by l in the figure on the right.
EFFECTIVE LENGTH
l is the unsupported length
Refer Annex E (Clause 25.2), IS
456:2000 for effective length
SHORT & SLENDER
(LONG) COLUMN
IS 456:2000 CLAUSE 25.1.2
When BOTH the slenderness
ratios
𝑙 𝑒𝑥
𝐷
< 12
And,
𝑙 𝑒𝑦
𝑏
< 12
Column in short compression
member.
Else it is a slender compression
member.
NOTE: If the beam
depth in both
directions is same, then
𝑙 𝑒𝑥 = 𝑙 𝑒𝑦
EFFECTIVE LENGTH
 𝑙 𝑥= unsupported length in respect of the major axis,
 𝑙 𝑒𝑥= effective length in respect of the major axis,
 D = depth in respect of the major axis,
 𝑙 𝑦= unsupported length in respect of the minor axis,
 𝑙 𝑒𝑦= effective length in respect of the minor axis,
 b = width of the member.
 To calculate effective length
 𝑙 𝑒𝑥 = 𝑘 × 𝑙 𝑥
 𝑙 𝑒𝑦 = 𝑘 × 𝑙 𝑦
 k is the co-efficient based on end conditions (Table 28, IS
456:2000)
Example
 Find whether a column of
unsupported length 3.5 m and
400mm x 230mm is short column or
long column. The column is
effectively held in position and
restrained against rotation at both
ends.
 Solution:
𝑙 = 3500 𝑚𝑚
𝑙 𝑒𝑥 = 𝑙 𝑒𝑦 = 3500 × 0.65 = 2275 𝑚𝑚
(k = 0.65, as per Table 28)
𝑏 = 230 𝑚𝑚
𝐷 = 500 𝑚𝑚
𝑙 𝑒𝑥
𝐷
=
2275
400
= 5.68 < 12
𝑙 𝑒𝑦
𝑏
=
2275
230
= 9.89 < 12
∴ the column is a short column.
Example
 Find whether a column of effective
length 3.5 m and 400mm x 230mm is
short column or long column. The
column is effectively held in position at
both ends but not restrained against
rotation.
 Solution:
𝑙 = 3500 𝑚𝑚
𝑙 𝑒𝑥 = 𝑙 𝑒𝑦 = 3700 × 1 = 3500 𝑚𝑚
(k = 1, as per Table 28)
𝑏 = 230 𝑚𝑚
𝐷 = 400 𝑚𝑚
𝑙 𝑒𝑥
𝐷
=
3500
400
= 8.75 < 12
𝑙 𝑒𝑦
𝑏
=
3500
230
= 15.21 > 12
∴ the column is a long column.
Failure Mode
 Short Column fails mainly by
crushing.
 Long Column fails mainly by
buckling
Image Source : chegg.com
Thank You

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Long column & short column

  • 1. Long Column, Short Column Nadya Baracho Assistant Professor Don Bosco College of Engineering, Fatorda, Goa
  • 2. UNSUPPORTED LENGTH  FOR BEAM-SLAB CONSTRUCTION (IS 456:2000 CLAUSE 25.1.3 b)  Clear distance between the floor and the underside of the shallower beam framing into the columns in each direction at the next higher floor level.  The unsupported length is denoted by l in the figure on the right.
  • 3. EFFECTIVE LENGTH l is the unsupported length Refer Annex E (Clause 25.2), IS 456:2000 for effective length
  • 4. SHORT & SLENDER (LONG) COLUMN IS 456:2000 CLAUSE 25.1.2 When BOTH the slenderness ratios 𝑙 𝑒𝑥 𝐷 < 12 And, 𝑙 𝑒𝑦 𝑏 < 12 Column in short compression member. Else it is a slender compression member. NOTE: If the beam depth in both directions is same, then 𝑙 𝑒𝑥 = 𝑙 𝑒𝑦
  • 5. EFFECTIVE LENGTH  𝑙 𝑥= unsupported length in respect of the major axis,  𝑙 𝑒𝑥= effective length in respect of the major axis,  D = depth in respect of the major axis,  𝑙 𝑦= unsupported length in respect of the minor axis,  𝑙 𝑒𝑦= effective length in respect of the minor axis,  b = width of the member.  To calculate effective length  𝑙 𝑒𝑥 = 𝑘 × 𝑙 𝑥  𝑙 𝑒𝑦 = 𝑘 × 𝑙 𝑦  k is the co-efficient based on end conditions (Table 28, IS 456:2000)
  • 6. Example  Find whether a column of unsupported length 3.5 m and 400mm x 230mm is short column or long column. The column is effectively held in position and restrained against rotation at both ends.  Solution: 𝑙 = 3500 𝑚𝑚 𝑙 𝑒𝑥 = 𝑙 𝑒𝑦 = 3500 × 0.65 = 2275 𝑚𝑚 (k = 0.65, as per Table 28) 𝑏 = 230 𝑚𝑚 𝐷 = 500 𝑚𝑚 𝑙 𝑒𝑥 𝐷 = 2275 400 = 5.68 < 12 𝑙 𝑒𝑦 𝑏 = 2275 230 = 9.89 < 12 ∴ the column is a short column.
  • 7. Example  Find whether a column of effective length 3.5 m and 400mm x 230mm is short column or long column. The column is effectively held in position at both ends but not restrained against rotation.  Solution: 𝑙 = 3500 𝑚𝑚 𝑙 𝑒𝑥 = 𝑙 𝑒𝑦 = 3700 × 1 = 3500 𝑚𝑚 (k = 1, as per Table 28) 𝑏 = 230 𝑚𝑚 𝐷 = 400 𝑚𝑚 𝑙 𝑒𝑥 𝐷 = 3500 400 = 8.75 < 12 𝑙 𝑒𝑦 𝑏 = 3500 230 = 15.21 > 12 ∴ the column is a long column.
  • 8. Failure Mode  Short Column fails mainly by crushing.  Long Column fails mainly by buckling Image Source : chegg.com