1
GATE CE 2025 Set 1
MCQ (Single Correct Answer)
+2
-0.67

In the rigid-jointed frame shown in the figure, the distribution factor of the member $A D$ is closest to

GATE CE 2025 Set 1 Structural Analysis - Moment Distribution Method Question 1 English
A
0.254
B
0.267
C
0.398
D
0.421
2
GATE CE 2024 Set 2
Numerical
+2
-0

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 2 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 ____
3
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 4 English

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

Your input ____
4
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 18 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)
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