A Trigonometric Analytical Solution of Simply Supported Horizontally Curved Composite I-Beam considering Tangential Slips

Table 2

Material properties and dimensions of the curved I-beam.

	Young’s modulus; (GPa)	Poisson’s ratio	Density; (kg/m)	Width; (mm)	Thickness; (mm)	Central angle	Radius of curvature; (m)
Steel girder	206	0.3	7850	Flange: 332; Web: 172	Flange: 13; Web: 8		24
Concrete slab	26	0.27	2400	1500	100