1
GATE CE 2025 Set 1
Numerical
+2
-0

For the beam and loading shown in the figure, the second derivative of the deflection curve of the beam at the mid-point of $A C$ is given by $\frac{\alpha M_0}{8 E I}$. The value of $\alpha$ is _________ (rounded off to the nearest integer).

GATE CE 2025 Set 1 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 1 English
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2
GATE CE 2025 Set 1
MCQ (More than One Correct Answer)
+1
-0

Consider the frame shown in the figure under the loading of $100 \mathrm{kN} . \mathrm{m}$ couples at the joints B and G. Considering only the effects of flexural deformations, which of the following statements is/are true:

GATE CE 2025 Set 1 Structural Analysis - Slope Deflection Method Question 1 English
A
Axial force is zero in the member CD
B
Shear force is zero in the member CD
C
There is no rotation in the joint C
D
The magnitude of bending moment developed in the member BC at the end C is more than $50 \mathrm{kN} . \mathrm{m}$
3
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
4
GATE CE 2025 Set 1
Numerical
+2
-0

Consider the rigid bar ABC supported by the pin-jointed links BD and CE and subjected to a load $P$ at the end $A$, as shown in the figure. The axial rigidities of $B D$ and $C E$ are 22500 kN and 15000 kN , respectively. If CE elongates by 5 mm due to the load P , the magnitude of the downward deflection (in mm ) of the end $A$ would be _________ (rounded off to the nearest integer).

GATE CE 2025 Set 1 Structural Analysis - Energy Principle Question 1 English
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