...
Dead Load Situation: 1.35G
Dead and Live Load Situation: 1.35G + 1.5Q
Dead and Wind Load Situation: 1.35G ± 1.5W
Dead and Wind Load Situation: 1.00G ± 1.5W
Dead, Wind, and Live Load Situation: 1.35G +1.35Q ± 1.5W
Earthquake Load Situation: 1.00G ± 1.00AEd
Dead, Live Load, and Earthquake Situation: 1.00G ± 1.0×0.3Q ± 1.00AEd
Structural Safety
It assumes that there can be situations and probabilities in which the loads can be greater than the expected value. For this reason, different coefficients and load combinations are determined for different loads.
...
| Child pages (Children Display) |
|---|
...
Next Topic