Numerical Study on the Behavior and Bearing Mechanism of Flat Slabs in Column Loss Events

Table 2

NPL and loads corresponding to stations A to E on load-deflection curves.

Model	Station A	Station B	Station C	Station D	Station E	NPL
RC	1.75	3.45	3.10	3.09	3.08	3.50
RP	1.89	3.44	3.75	3.55	3.72	3.92
RI	1.84	3.47	3.97	3.92	3.70	4.10