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Table 1 Specifications for different column specimen

From: Effect of different geometric factors of H-shaped steel section on bi-axially loaded fully encased composite column

Groups

Column ID

B × D

L/D

ex/D

ey/D

Steel structure

Group 1

C1

250 × 250

12

0.1

0.1

HEB 200

C2

200 × 200

15

0.1

0.1

C3

150 × 150

20

0.1

0.1

C4

120 × 120

25

0.1

0.1

Group 2

C5

250 × 250

12

0.3

0.3

C6

200 × 200

15

0.3

0.3

C7

150 × 150

20

0.3

0.3

C8

120 × 120

25

0.3

0.3

Group 3

C9

250 × 250

12

0.5

0.5

C10

200 × 200

15

0.5

0.5

C11

150 × 150

20

0.5

0.5

C12

120 × 120

25

0.5

0.5

Group 4

C13

250 × 250

12

0.1

0.1

HEB 220

C14

200 × 200

15

0.1

0.1

C15

150 × 150

20

0.1

0.1

C16

120 × 120

25

0.1

0.1

Group 5

C17

250 × 250

12

0.3

0.3

C18

200 × 200

15

0.3

0.3

C19

150 × 150

20

0.3

0.3

C20

120 × 120

25

0.3

0.3

Group 6

C21

250 × 250

12

0.5

0.5

C22

200 × 200

15

0.5

0.5

C23

150 × 150

20

0.5

0.5

C24

120 × 120

25

0.5

0.5

HEB 240

Group 7

C25

250 × 250

12

0.3

0.1

C26

200 × 200

15

0.3

0.1

C27

150 × 150

20

0.3

0.1

C28

120 × 120

25

0.3

0.1

Group 8

C29

250 × 250

12

0.5

0.3

C30

200 × 200

15

0.5

0.3

C31

150 × 150

20

0.5

0.3

C32

120 × 120

25

0.5

0.3

Group 9

C33

250 × 250

12

0.5

0.5

C34

200 × 200

15

0.5

0.5

C35

150 × 150

20

0.5

0.5

C36

120 × 120

25

0.5

0.5