Research Article
Experimental and Numerical Study on the Capability Behavior of a Thick-Walled Spatial Cast-Steel Joint under Complex Load Conditions
Table 2
The designed value of the load (
scale).
| | Unit number | Axial force (kN) | Shear-y (kN) | Shear-z (kN) | Torque (kN·m) | Moment-y (kN·m) | Moment-z (kN·m) |
| | N1 | 3899.0 | 239.0 | −333.0 | −44.0 | −256.0 | −48.0 | | N2 | 2334.0 | 17.0 | 16.0 | 0.0 | −136.0 | 25.0 | | N3 | 1492.0 | 26.0 | 37.0 | 0.0 | 38.0 | −25.0 | | N4 | 17158.0 | −642.0 | 1930.0 | −242.0 | −1930.0 | −298.0 | | N5 | 1010.0 | 26.0 | 36.0 | −7.0 | −17.0 | 18.0 | | N7 | 12008.0 | 226.0 | −752.0 | −77.0 | −1511.0 | 162.0 | | N8 | −5565.0 | 204.0 | 305.0 | 1.0 | −507.0 | −114.0 |
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