Govt. Exams
Entrance Exams
For symmetric loading and equal spans, interior support moments are equal due to symmetry of structure and loading.
Propped cantilever has: fixed end (3 reactions: vertical, horizontal, moment) + prop reaction (1) = 4 total reactions.
Principle of virtual work: For equilibrium, ΣδW = 0. Sum of virtual work by internal and external forces must be zero.
Ordinate in influence line = coefficient showing magnitude of response at a fixed section per unit moving load.
Fixed beam has 3 reaction components. One internal hinge provides 1 additional equation (BM = 0). DI = 3 - 1 = 2