Figure Q2 illustrates a composite column with a concrete in-filled structural hollow section with CHS 244.5 x 12mm S355 with Grade 60 concrete. 35 12.0 12.0 244.5 244.5 Cold state Hot state Fig. Q2 Section properties: D/t = 20.4 I= 5940 cm Z = 486 cm A, = 8770 mm² J = 11900 cm* ; S=649 cm³ Evaluate the compression capacity of the composite column to EC4: 1-1 in cool state.

Structural Analysis
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Chapter2: Loads On Structures
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2. Design of a composite column with a concrete in-filled structural hollow section
Figure Q2 illustrates a composite column with a concrete in-filled structural hollow
section with CHS 244.5 x 12mm S355 with Grade 60 concrete.
35
12.0
244.5
12.0
244.5
Cold state
Hot state
Fig. Q2
Section properties:
D/t = 20.4
I= 5940 cm*
Z = 486 cm
A, = 8770 mm?
J = 11900 cm
S = 649 cm
a) Evaluate the compression capacity of the composite column to EC4: 1-1 in cool state.
b) Evaluate the compression capacity of the composite column under fire to EC4: 1-2 using
the following data:
Temperature of the structural hollow section
= 700°C
The temperature is assumed to be uniform across the thickness of the structural hollow
section.
A layer of 35mm thick concrete next to the heated structural hollow section may be
ignored in strength calculation. The temperature of the inner concrete core is 350 °C
which is assumed to be uniform in the concrete core.
Also evaluate the axial buckling resistance of the composite column under fire to EC4: 1-
2; assume the effective length of the composite column is 6m.
Transcribed Image Text:2. Design of a composite column with a concrete in-filled structural hollow section Figure Q2 illustrates a composite column with a concrete in-filled structural hollow section with CHS 244.5 x 12mm S355 with Grade 60 concrete. 35 12.0 244.5 12.0 244.5 Cold state Hot state Fig. Q2 Section properties: D/t = 20.4 I= 5940 cm* Z = 486 cm A, = 8770 mm? J = 11900 cm S = 649 cm a) Evaluate the compression capacity of the composite column to EC4: 1-1 in cool state. b) Evaluate the compression capacity of the composite column under fire to EC4: 1-2 using the following data: Temperature of the structural hollow section = 700°C The temperature is assumed to be uniform across the thickness of the structural hollow section. A layer of 35mm thick concrete next to the heated structural hollow section may be ignored in strength calculation. The temperature of the inner concrete core is 350 °C which is assumed to be uniform in the concrete core. Also evaluate the axial buckling resistance of the composite column under fire to EC4: 1- 2; assume the effective length of the composite column is 6m.
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