Experimental Study on the Bending Behavior of Steel-Wood Composite Beams

Table 5

Comparison of the theoretical and experimental values of the load corresponding to the normal use limit state.

Test piece number	Theoretical value Pf(kN)	Test value Pe(kN)	P f/Pe
L-1	112.4	96.7	1.16
L-2	131.1	121	1.08
L-3	46.2	50.1	0.92
L-4	131.1	120.4	1.08