Conditions | Thickness of foundation (cm) | λ0 (kN) | λdamage (kN) | SI |
---|---|---|---|---|
Middle column | 180 | 4834 | 3793 | 0.2153 |
190 | 4613 | 3564.6 | 0.2273 | |
200 | 4381 | 3338.1 | 0.2381 | |
210 | 4231.2 | 3179.6 | 0.2485 | |
Corner column | 180 | 4834 | 3538.86 | 0.2679 |
190 | 4613 | 3337.33 | 0.2765 | |
200 | 4381 | 3148.2 | 0.2814 | |
210 | 4231.2 | 2995.28 | 0.2921 | |
Edge column | 180 | 4834 | 3382.2 | 0.3003 |
190 | 4613 | 3192.5 | 0.3079 | |
200 | 4381 | 2988.1 | 0.3179 | |
210 | 4231.2 | 2838.2 | 0.3292 |