1
GATE CE 2024 Set 2
Numerical
+2
-0.833

The horizontal beam PQRS shown in the figure has a fixed support at point P, an internal hinge at point Q, and a pin support at point R. A concentrated vertically downward load (V) of 10 kN can act at any point over the entire length of the beam.

GATE CE 2024 Set 2 Structural Analysis - Moment Distribution Method Question 1 English

The maximum magnitude of the moment reaction (in kN.m) that can act at the support P due to V is ________________ (in integer).

Your input ____
2
GATE CE 2017 Set 1
Numerical
+2
-0
The value of $$M$$ in the beam $$ABC$$ shown in the figure is such that the joint $$B$$ does not rotate. GATE CE 2017 Set 1 Structural Analysis - Moment Distribution Method Question 3 English

The value of support reaction (in $$kN$$) at $$B$$ should be equal to _____________

Your input ____
3
GATE CE 2016 Set 2
MCQ (Single Correct Answer)
+2
-0.6
The portal frame shown in the figure is subjected to a uniformly distributed vertical load $$w$$ (per unit length). GATE CE 2016 Set 2 Structural Analysis - Moment Distribution Method Question 17 English

The bending moment in the beam at the joint $$'Q'$$ is

A
Zero
B
$${{w{L^2}} \over {24}}\,\,$$ (hogging)
C
$${{w{L^2}} \over {12}}\,\,$$(hogging)
D
$${{w{L^2}} \over {8}}\,\,$$ (sagging)
4
GATE CE 2014 Set 2
MCQ (Single Correct Answer)
+2
-0.6
Considering the symmetry of a rigid frame as shown below, the magnitude of the bending moment (in $$kN$$-$$m$$) at $$P$$ (preferably using the moment distribution method) is GATE CE 2014 Set 2 Structural Analysis - Moment Distribution Method Question 18 English
A
$$170$$
B
$$172$$
C
$$176$$
D
$$178$$
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Fluid Mechanics and Hydraulic Machines
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