Civil Engineering > GATE 2021 SET-1 > Structural Analysis
Employ stiffness matrix approach for the simply supported beam as shown in the figure to calculate unknown displacements/rotations. Take length, L = 8 m; modulus of elasticity, E = 3 × 104 N/mm2; moment of inertia, I = 225 × 106 mm4. 
The mid-span deflection of the beam (in mm, round off to integer) under P = 100 kN in downward direction will be _______.
Correct : 100 to 130
Similar Questions
The figure shows a two-hinged parabolic arch of span L subjected to a uniformly distributed load of intensity q per unit length.
The maximum bending moment...
A planar truss tower structure is shown in the figure.
Consider the following statements about the external and internal determinacies of the truss.
(P) E...
The value of M in the beam ABC shown in the figure is such that the joint B does not rotate.
The value of support reaction (in kN) at B should be equal to _...
Total Unique Visitors
Loading......