Flexural Behavior of Innovative Posttensioned Composite Beams with Corrugated Steel Webs

Table 3

Primary numerical results.

Model ID	(kN)	(mm)	(kN)	(mm)	Curvature (×10^−5/mm)
S1	567.8	20.4	773.7	72.5	3.27
S2	428.4	22.8	627.6	78.2	3.82
S3	681.8	17.6	930.1	64.2	2.78
S4	378.4	30.0	552.3	99.6	3.02
S5	285.3	42.5	423.2	146.8	4.37
S6	554.7	20.4	748.4	61.2	2.67
S7	561.1	19.7	799.1	82.8	4.03
S8	552.3	19.9	778.5	71.9	3.18
S9	556.0	19.7	779.9	65.0	2.79
S10	533.4	18.6	796.8	73.8	3.58
S11	556.9	19.1	808.2	79.6	3.71
S12	483.3	17.1	696.0	79.3	3.67
S13	630.1	22.8	848.5	65.2	2.77