Civil Engineering > GATE 2019 SET-1 > Structural Analysis
A portal frame shown in figure (not drawn to scale) has a hinge support at joint P and a roller support at joint R. A point load of 50 kN is acting at joint R in the horizontal direction. The flexural rigidity, EI, of each member is 106 kNm2. Under the applied load, the horizontal displacement (in mm, round off to 1 decimal place) of joint R would be _______.
Correct : 24.9 to 25.1
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......