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 2 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 _________

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2
GATE CE 2017 Set 1
MCQ (Single Correct Answer)
+2
-0.6
A planar truss tower structure is shown in the figure:
GATE CE 2017 Set 1 Structural Analysis - Stability and Static Indeterminacy Question 10 English Consider the following statements about the external and internal determinacies of the truss.
(P) Externally Determinate
(Q) External Static Indeterminacy = 1
(R) External Static Indeterminacy = 2
(S) Internally Determinate
(T) Internal Static Indeterminacy = 1
(U) Internal Static Indeterminacy = 2
Which one of the following options is correct?
A
P-False; Q-True; R-False; S-False; T-False; U-True
B
P-False; Q-True; R-False; S-False; T-False; U-False
C
P-False; Q-False; R-True; S-False; T-False; U-True
D
P-True; Q-True; R-False; S-True; T-False; U-True
3
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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