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Table 3 Comparison of experimental and theoretical results for the header specimens.

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

Specimen

Theoretical & numerical analysis

Experimental test results

Ratio of experimental to theoretical

Failure mode

Total load (kip)

Total load (kip)

Based on flexure

Based on shear

Theoretical

Experimental

I-1

35.0

44.2

35.9

1.03

Flexural

Flexural

II-1

35.0

45.4

34.6

0.99

Flexural

Flexural

I-2

42.0

45.0

44.2

1.05

Flexural

Flexural

II-2

43.0

43.6

46.2

1.07

Flexural & shear

Flexural & shear