Uplift Test and Design Method for Bearing Capacity of Isolated Spread Concrete Foundation Slab with Large Width-to-Height Ratio

Table 9

Acting forces of the foundations.

Number	Type of tower	Rotation degree of high-voltage line (°)	Acting forces (ultimate value) (unit: kN)
			Tmax	Tx	Ty	Nmax	Nx	Ny
1	5D1-SJC3-30	50–60	3847.1	702.1	658.1	4485.4	815.1	717.1
2	5D1-SJC4-36	70–80	4161.4	813.5	788.0	4851.7	959.6	874.6
3	SJ164-45	50–60	4533.0	848.3	848.2	5168.3	1024.4	924.5