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 _________

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2
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
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3
GATE CE 2013
MCQ (Single Correct Answer)
+2
-0.6
Beam $$PQRS$$ has internal hinges in span $$PQ$$ and $$RS$$ as shown. The beam may be subjected to a moving distributed vertical load of maximum intensity $$4$$ $$kN/m$$ of any length anywhere on the beam. The maximum absolute value of the shear force (in $$kN$$) that can occur due to this loading just to the right of support $$Q$$ shall be: GATE CE 2013 Structural Analysis - Influence Line Diagram Question 3 English
A
$$30$$
B
$$40$$
C
$$45$$
D
$$55$$
4
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
The span$$(s)$$ to be loaded uniformly for maximum positive (upward) reaction at support $$P,$$ as shown in the figure below, is $$(are)$$ GATE CE 2008 Structural Analysis - Influence Line Diagram Question 4 English
A
$$PQ$$ only
B
$$PQ$$ and $$QR$$
C
$$QR$$ and $$RS$$
D
$$PQ$$ and $$RS$$
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