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Table 1 Basic information of the prototype bridges in the parametric study

From: Study on the additional support length requirements of single-span bridges due to skew using a simplified method

Case #

L (m)

B (m)

L/B

W (t)

# of bearings

Thermal expansion (mm)

gap (mm)

θ1 (°)

θ2 (°)

Set 1 (constant width B = 12.2 m)

 1

36.6

12.2

3

505

12

8.8

13

20.9

69.1

 2

42.7

12.2

3.5

678

12

10.2

19

17.4

72.6

 3

48.8

12.2

4

833

12

11.7

19

15.0

75.0

 4

54.9

12.2

4.5

1003

12

13.2

25

13.2

76.8

 5

61

12.2

5

1187

12

14.6

25

11.8

78.2

Set 2 (constant length L = 36.6 m)

 6

36.6

12.2

3

505

12

8.8

13

20.9

69.1

 7

36.6

10.4

3.5

422

10

8.8

13

17.4

72.6

 8

36.6

9.1

4

385

10

8.8

13

15.0

75.0

 9

36.6

8.2

4.5

328

8

8.8

13

13.2

76.8

 10

36.6

7.3

5

301

8

8.8

13

11.8

78.2