Table 3 Dimensions of control model.

From: Non-linear finite element analysis of SFRC beam-column joints under cyclic loading: enhancing ductility and structural integrity

Part

Length (mm)

Width (mm)

Depth (mm)

Diameter (mm)

Nos

Spacing

Beam

1250

200

300

N/A

N/A

N /A

Column

1500

200

250

N/A

N/A

N /A

Column rebars

1460

N/A

N/A

16

4

N/A

Beam rebars

1460

N/A

N/A

12

6

N/ A

Steel plates

250

200

50

N/A

N/A

N /A

Stirrups

N/A

160

260

8

N/A

100 mm @ c/c

Ties

N/A

160

210

8

N/A

100 mm @ c/c

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