Q. Match the building configuration characteristics in Group-I with their seismic consequences in Group-II
Group-I | Group-II | ||
P | Re-entrant corner | 1 | Soft storey |
Q | Floating column | 2 | Stress concentration at corner |
R | Irregular storey stiffness | 3 | Load path discontinuity |
S | Gap between adjacent buildings | 4 | Vertical asymmetry |
5 | Pounding |
(A) P-3, Q-1, R-2, S-4
(B) P-2, Q-3, R-1, S-5
(C) P-4, Q-3, R-1, S-5
(D) P-3, Q-5, R-2, S-1
Ans: P-2, Q-3, R-1, S-5