Table 4 Testing CSWs parameter variation range.

From: Modified Easley formula for elastic critical global shear buckling stress of corrugated steel webs considering real boundary conditions

CSW type

b

(mm)

d

(mm)

e

(mm)

t

(mm)

Increment

(mm)

h

(m)

Increment

(m)

V24120937

19.8

11.9

14.2

1 ~ 2

0.5

1.2 ~ 1.6

0.2

S133

20

16

12.1

0.5 ~ 1.5

0.5

1 ~ 1.4

0.2

S233

80

64

48

4 ~ 6

1

3 ~ 4

0.5

G138

25

20

15

1 ~ 2

0.5

1 ~ 1.4

0.2

L138

100

80

60

4 ~ 6

1

3.5 ~ 4.5

0.5

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