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Table 2 Summary of experimental results for the beam specimens.

From: Behavior of Concrete/Cold Formed Steel Composite Beams: Experimental Development of a Novel Structural System

Specimen ID

Measured maximum total load (kips)

Average total end Slip (in)

Failure mode

1-14GA-1

8.33

0.26

Flexural-shear

1-14GA-2

8.33

0.22

Flexural-shear

1-14GA-3

8.05

0.17

Flexural-shear

2-14GA-1

13.29

0.04

Flexural

2-14GA-2

12.25

0.03

Flexural-shear

2-14GA-3

12.25

0.03

Flexural