equal to load factor in determinate structures

more than the load factor in determinate structures

less than the load factor in determinate structures

unpredictable

equilibrium condition

yield condition

plastic moment condition

mechanism condition

displacement

load

slope

moment

(i) and (ii) are correct

(i), (ii) and (iii) are correct

(ii) and (iii) are correct

only (i) is correct

1.5

1.7

2

2.34