Table 3 Composite efficiency of the composite beams from set 2.
From: Composite Wood–Concrete Structural Floor System with Horizontal Connectors
BEAM | P u (N) | D max (mm) | D fc (mm) | D nc (mm) | CEF (%) |
|---|---|---|---|---|---|
MAN1 | 32,929 | 97.85 | 17.7 | 160.4 | 43.84 |
MAN2 | 31,151 | 93.93 | 16.8 | 151.7 | 42.83 |
MAN4 | 22,567 | 57.39 | 12.2 | 109.9 | 53.73 |
AVG | 28,882 | 83.1 | 15.6 | 140.7 | 46.80 |
SD | 5,541 | 22.3 | 3.0 | 27.0 | 6.02 |
COV (%) | 19.19 | 26.86 | 19.19 | 19.19 | 12.87 |