1
GATE CE 2014 Set 2
Numerical
+2
-0
The beam of an overall depth $$250$$ $$mm$$ (shown below) is used in a building subjected to two different thermal environments. The temperatures at the top and bottom surfaces of the beam are $${36^ \circ }C$$ and $${72^ \circ }C$$ respectively. Considering coefficient of thermal expansion $$\left( \alpha \right)$$ as $$1.50 \times {10^{ - 5}}\,\,$$ per$${}^ \circ C,$$ the vertical deflection of the beam (in $$mm$$) at its mid-span due to temperature gradient is ______________ GATE CE 2014 Set 2 Strength of Materials Or Solid Mechanics - Pure Bending Question 5 English
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2
GATE CE 2014 Set 2
Numerical
+1
-0
Polar moment of inertia $$\left( {{{\rm I}_p}} \right),$$ in $$c{m^4},$$ of a rectangular section having width, $$b=2$$ $$cm$$ and depth $$d=6$$ $$cm$$ is __________
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3
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
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4
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 11 English
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