Civil Engineering > GATE 2016 SET-2 > Structural Analysis
The portal frame shown in the figure is subjected to a uniformly distributed vertical load w (per unit length). The bending moment in the beam at the joint 'Q' is
A
zero
B
wL2/24 (hogging)
C
wL2/12 (hogging)
D
wL2/8 (sagging)

Correct : a

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...
#206 MCQ
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...
#228 MCQ
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 _...
#239 Fill in the Blanks

Related Topics

portal frame analysis bending moment portal frame GATE Civil Engineering 2016 civil engineering gate portal frame bending moment uniformly distributed load GATE 2016 Set-2 beam bending moment calculation

Unique Visitor Count

Total Unique Visitors

Loading......