A Finite Segment Method for Skewed Box Girder Analysis

Table 2

Comparisons of deflections (unit: mm).

Load cases	Position	Left web			Right web
		FSM	Test	Difference	FSM	Test	Difference
Symmetric load	IV	−3.513	−3.539	−0.7%	−3.660	−3.463	5.4%
	V	−4.956	−5.046	−1.8%	−5.196	−4.935	5.0%
	VI	−3.526	−3.454	2.1%	−3.631	−3.646	−0.4%
Torsional load	IV	−3.868	−3.786	2.2%	−3.220	−3.251	−1.0%
	V	−5.064	−4.946	2.4%	−5.145	−5.218	−1.4%
	VI	−3.252	−3.172	2.5%	−3.825	−3.591	6.1%