1
GATE CE 2001
MCQ (Single Correct Answer)
+2
-0.6
The bending moment (in $$kN$$-$$m$$ units) at the mid-span location $$X$$ in the beam with overhangs shown below is equal GATE CE 2001 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 12 English
A
$$0$$
B
$$-10$$
C
$$-15$$
D
$$-2$$
2
GATE CE 2001
MCQ (Single Correct Answer)
+1
-0.3
The degree of static indeterminacy, $${N_s}$$ and the degree of kinematic indeterminacy, $${N_k}$$ for the plane frame shown below, assuming axial deformations to be negligible, are given by: GATE CE 2001 Structural Analysis - Indeterminacy Question 9 English
A
$${N_s} = 6$$ and $${N_k} = 11$$
B
$${N_s} = 6$$ and $${N_k} = 6$$
C
$${N_s} = 4$$ and $${N_k} = 6$$
D
$${N_s} = 4$$ and $${N_k} = 4$$
3
GATE CE 2001
MCQ (Single Correct Answer)
+2
-0.6
Identify, from the following, the correct value of the bending moment $${M_A}\,\,$$ (in $$kNm$$ units) at the fixed end $$A$$ in the statically determinate beam shown below (with internal hinges at $$B$$ and $$D),$$ when a uniformly distributed load of $$10$$ $$kN/m$$ is placed on the spans. (Hint: Sketching the influence line for $${M_A}\,\,$$ or applying the Principle of Virtual Displacements makes the solution easy). GATE CE 2001 Structural Analysis - Influence Line Diagram Question 7 English
A
$$-80$$
B
$$-40$$
C
$$0$$
D
$$+40$$
4
GATE CE 2001
MCQ (Single Correct Answer)
+1
-0.3
Identify the FALSE statement from the following, pertaining to the effects due to a temperature rise $$\Delta T$$ of the bar $$BD$$ alone in the plane truss shown below : GATE CE 2001 Structural Analysis - Energy Principle Question 12 English
A
No reactions develop at supports $$A$$ and $$D$$
B
The bar $$BD$$ will be subject to a tensile force.
C
The bar $$AC$$ will be subject to a compressive force
D
The bar $$BC$$ will be subject to a tensile force
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