1
GATE CE 2015 Set 2
Numerical
+2
-0
A simply supported beam $$AB$$ of span, $$L = 24$$ $$m$$ is subjected to two wheel loads acting at a distance, $$d = 5$$ $$m$$ apart as shown in the figure below. Each wheel transmits a load, $$P = 3$$ $$kN$$ and may occupy any position along the beam. If the beam is an $$I$$-section having section modulus, $$S = 16.2\,c{m^3},$$ the maximum bending stress (in $$GPa$$) due to the wheel loads is __________________ GATE CE 2015 Set 2 Structural Analysis - Influence Line Diagram Question 2 English
Your input ____
2
GATE CE 2015 Set 2
Numerical
+1
-0
A horizontal beam $$ABC$$ is loaded as shown in the figure below. The distance of the point of contraflexure from end $$A$$ (in $$m$$) is GATE CE 2015 Set 2 Structural Analysis - Moment Distribution Method Question 22 English
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3
GATE CE 2015 Set 2
MCQ (Single Correct Answer)
+2
-0.6
A fixed end beam is subjected to a load, W at $$1/3rd$$ span from the left support as shown in the figure. The collapse load of the beam is GATE CE 2015 Set 2 Structural Analysis - Plastic Analysis Question 18 English
A
$$16.5\,\,{M_P}/L$$
B
$$15.5\,\,{M_P}/L$$
C
$$15.0\,\,{M_P}/L$$
D
$$16.0\,\,{M_P}/L$$
4
GATE CE 2015 Set 2
MCQ (Single Correct Answer)
+1
-0.3
A guided support as shown in the figure below is represented by three springs (horizontal, vertical and rotational) with stiffness $${k_x},\,\,{k_y}$$ and $${k_\theta }$$ respectively. The limiting values of $${k_x},\,\,{k_y}$$ and $${k_\theta }$$ are : GATE CE 2015 Set 2 Structural Analysis - Matrix Method Question 1 English
A
$$\infty ,0,\infty $$
B
$$\infty ,\infty ,\infty $$
C
$$0,\infty ,\infty $$
D
$$\infty ,\infty ,0$$
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