Table 4 Load arrangement of the model.
From: Finite element analysis of the seismic performance of wind and rain bridge
Model | Loads | Tickers | Type | Characteristic value | Partial safety factor | Combination value |
|---|---|---|---|---|---|---|
1 | Superstructure loads | q1 | Dead load | 5.87 × 105 Pa | 1.3 | 7.63 × 105 Pa |
Crowd loads | q21 | Live load | 3.00 × 103 Pa | 1.5 | 4.50 × 103 Pa | |
Self-weight loads | Gm1 | Gravity | 2.43 × 107 N | - | 2.43 × 107 N | |
2 | Superstructure loads | q1 | Dead load | 5.87 × 105 Pa | 1.3 | 7.63 × 105 Pa |
Crowd loads | q22 | Live load | 2.9 × 103 Pa | 1.5 | 4.35 × 103 Pa | |
Self-weight loads | Gm2 | Gravity | 4.06 × 107 N | - | 4.06 × 107 N |
