|
| Number | Load pair | Internal force calculation value |
| M/(kN·m) | N/(kN) |
|
| 1 | Self-weight and foundation reaction force | MA21 = 69.0,
MB21 = 99.5
MC21 = MD21 = −88.7 | NA21 = −5.0,
NB21 = 8.6
NC21 = ND21 = 83.4 |
|
| 2 | Vertical soil pressure q1 and foundation reaction force p1 | MA22 = 668.7,
MB22 = 772.2
MC22 = MD22 = −772.2 | NA22 = 48.7, NB22 = 0
NC22 = ND22 = 726.8 |
|
| 3 | Vertical opening soil unloading q2 and foundation reaction force p2 caused by excavation | MA23 = −54.7,
MB23 = −63.2
MC23 = MD23 = 63.2 | NA23 = −4.0,NB23 = 0
NC23 = ND23 = −59.5 |
|
| 4 | Lifting reaction force P and foundation reaction force pp | MA24 = 3.6,
MB24 = 85.9
MC24 = MD24 = 137.1 | NA24 = 1.7,NB24 = 0
NC24 = ND24 = −129 |
|
| 5 | Triangular distribution lateral soil pressure q3 | MA25 = −165.6,
MB25 = −258.2
MC25 = MD25 = 182.3 | NA25 = 15.9, NB25 = 161.3
NC25 = ND25 = 0 |
|
| 6 | Uniform lateral soil pressure q4 | MA26 = −410.9,
MB26 = −474.6
MC26 = MD26 = 391.0 | NA26 = 47.5,NB26 = 251.6
NC26 = ND26 = 0 |
|
| 7 | Stratum resistance qr | MA27 = −164.7,
MB27 = −183.2
MC27 = MD27 = 191.9 | NA27 = 70.2,NB27 = 72.2
NC27 = ND27 = 0 |
|
| Sum | MA2 = −54.6,
MB2 = −21.6
MC2 = MD2 = 104.6 | NA2 = 175.0, NB2 = 493.7
NC2 = ND2 = 621.7 |
|
