An 8m long steel column is pinned at the top and fixed at the bottom. The column is provided with lateral support 3m from the top in the weak direction. The properties of the column section are as follows: 4= 178.1x10°mm* 5- 18.8x10 mm A = 8129 mm? F, = 400 MPa K= effective length factor K-1.0 when both ends are pinned K=0.5 when both ends are fixed K= 0.7 when one end is fixed and other end is pinned a) What is the critical effective slenderness ratio? b) What is the buckling stress of the column? c) Calculate the critical load Pe in KN?
An 8m long steel column is pinned at the top and fixed at the bottom. The column is provided with lateral support 3m from the top in the weak direction. The properties of the column section are as follows: 4= 178.1x10°mm* 5- 18.8x10 mm A = 8129 mm? F, = 400 MPa K= effective length factor K-1.0 when both ends are pinned K=0.5 when both ends are fixed K= 0.7 when one end is fixed and other end is pinned a) What is the critical effective slenderness ratio? b) What is the buckling stress of the column? c) Calculate the critical load Pe in KN?
Chapter2: Loads On Structures
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
Transcribed Image Text:An 8m long steel column is pinned at the top and fixed at the bottom. The column is provided with lateral
support 3m from the top in the weak direction.
The properties of the column section are as follows:
L = 178.1x10°mm*
, - 18.8x10*mm*
A - 8129 mm?
Fy = 400 MPa
K= effective length factor
K=1.0 when both ends are pinned
K= 0.5 when both ends are fixed
K= 0.7 when one end is fixed and other end is
pinned
a) What is the critical effective slenderness ratio?
b) What is the buckling stress of the column?
c) Calculate the critical load Pe in KN?
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