GATE CE 2021 Set 1 — Question 51

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NAT+2 / -0HardStiffness MethodIndeterminate Analysis & Influence LinesStructural EngineeringMatrix Methods

Structural Engineering → Indeterminate Analysis & Influence Lines → Matrix Methods

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Employ stiffness matrix approach for the simply supported beam as shown in the figure to calculate unknown displacements/rotations. Take length, L=8 mL = 8\text{ m}; modulus of elasticity, E=3×104 N/mm2E = 3 \times 10^4\text{ N/mm}^2; moment of inertia, I=225×106 mm4I = 225 \times 10^6\text{ mm}^4.
Simply supported beam ABC of total length L. A point load P is applied at mid-span B. The left half AB has flexural rigidity E, 2I and the right half BC has flexural rigidity E, I.
The mid-span deflection of the beam (in mm, round off to integer) under P=100 kNP = 100\text{ kN} in downward direction will be ___________
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