Optimized Partition Scheme for Prefabricated Underpass with Large Cross Section

Table 3

The distribution of internal force at the wall center in the 3 schemes.

Scheme	Moment (kN∙m)			Shear force (kN)			Axial force (kN)
	RW	CW	LW	RW	CW	LW	RW	CW	LW
1	212	−91	105	2.07	−1.36	−1.22	−2930	−3190	−2060
2	126	−62	69	1.96	−1.27	−1.16	−2980	−3100	−1940
3	298	−106	126	2.42	−1.57	−1.35	−2930	−3120	−2110