6.(b) A column is made of 4 os, SA 100 x 100 x 10 as shown. The effective length of column is 6 m The lacing of column consists of 60 mm x 10 mm flat bars arranged in a single laced system by bolts and inclined at an angle of 45°. Determine the factored load on the column and check the local buckling of column angles. [ISA 100 x 100 x 10 A 1903 mm², Ixx - Iyy = 177 x 104 mm* Cxx = Cyy= 28.4 mm]. Assume gauge length = 55 mm and r = 19.4 mm.

Structural Analysis
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Chapter2: Loads On Structures
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6.(b) A column is made of 4 os. SA 100 x
100 x 10 as shown. The effective length of column is 6 m
The lacing of column consists of 60 mm 10 mm flat bars arranged in a single laced system by bolts
and inclined at an angle of 45°. Determine the factored load on the column and check the local buckling
of column angles. [ISA 100 x 100 x 10 A 1903 mm², Ixx Ivy 177 x 104 mm* Cxx
28.4 mm]. Assume gauge length - 55 mm and r = 19.4 mm.
Cyy=
=
=
Transcribed Image Text:6.(b) A column is made of 4 os. SA 100 x 100 x 10 as shown. The effective length of column is 6 m The lacing of column consists of 60 mm 10 mm flat bars arranged in a single laced system by bolts and inclined at an angle of 45°. Determine the factored load on the column and check the local buckling of column angles. [ISA 100 x 100 x 10 A 1903 mm², Ixx Ivy 177 x 104 mm* Cxx 28.4 mm]. Assume gauge length - 55 mm and r = 19.4 mm. Cyy= = =
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