Effect of Shear Creep on Long-Term Deformation Analysis of Long-Span Concrete Girder Bridge

Table 2

Comparison of bending moments of the critical section (unit: kN·m).

Bridge span length	Section over pier			Midspan section
	Dead load (1)	Prestress (2)	(2)/(1)	Dead load (1)	Prestress (2)	(2)/(1)
100 m	−2.75E + 05	2.54E + 05	−0.92	5.68E + 04	−6.80E + 04	−1.20
270 m	−2.30E + 06	1.99E + 06	−0.86	2.78E + 05	−2.02E + 05	−0.73