1
GATE CE 2014 Set 2
Numerical
+2
-0
The axial load (in $$kN$$) in the member $$PQ$$ for the arrangement/assembly shown in the figure given below is ___________ GATE CE 2014 Set 2 Strength of Materials Or Solid Mechanics - Propped Cantilever Beam Question 4 English
Your input ____
2
GATE CE 2014 Set 2
Numerical
+1
-0
The static indeterminacy of the two-span continuous beam with an internal hinge, shown below, is ______________. GATE CE 2014 Set 2 Structural Analysis - Stability and Static Indeterminacy Question 13 English
Your input ____
3
GATE CE 2014 Set 2
MCQ (Single Correct Answer)
+2
-0.6
The tension (in $$kN$$) in a $$10$$ $$m$$ long cable, shown in the figure, neglecting its self-weight is GATE CE 2014 Set 2 Structural Analysis - Arches and Cable Question 2 English
A
$$120$$
B
$$75$$
C
$$60$$
D
$$45$$
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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