1
GATE CE 2017 Set 1
Numerical
+2
-0
Consider the beam $$ABCD$$ shown in figure GATE CE 2017 Set 1 Structural Analysis - Influence Line Diagram Question 1 English

For a moving concentrated load of $$50$$ $$kN$$ on the beam, the magnitude of the maximum bending moment (in $$kN$$-$$m$$) obtained at the support $$C$$ will be equal to _________

Your input ____
2
GATE CE 2017 Set 1
MCQ (Single Correct Answer)
+1
-0.3
The figure shows a two $$-$$hinged parabolic arch of span $$L$$ subjected to a uniformly distributed load of intensity $$q$$ per unit length. GATE CE 2017 Set 1 Structural Analysis - Arches and Cable Question 6 English

The maximum bending moment in the arch is equal to

A
$${{q{L^3}} \over 8}$$
B
$${{q{L^2}} \over {12}}$$
C
Zero
D
$${{q{L^2}} \over {10}}$$
3
GATE CE 2017 Set 1
Numerical
+2
-0
The value of $$M$$ in the beam $$ABC$$ shown in the figure is such that the joint $$B$$ does not rotate. GATE CE 2017 Set 1 Structural Analysis - Moment Distribution Method Question 2 English

The value of support reaction (in $$kN$$) at $$B$$ should be equal to _____________

Your input ____
4
GATE CE 2017 Set 1
MCQ (Single Correct Answer)
+1
-0.3
A super-elevation e is provided on a circular horizontal curve such that a vehicle can be stopped on the curve without sliding. Assuming a design speed v and maximum coefficient of side friction fmax, which one of the following criteria should be satisfied?
A
$$e\leq f_{max}$$
B
$$e\;>f_{max}$$
C
no limit on e can be set
D
$$e\;=\;\frac{1\;-\;\left(f_{max}\right)^2}{f_{max}}$$
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