1
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 4 English
A
$$30$$
B
$$40$$
C
$$45$$
D
$$55$$
2
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 5 English
A
$$PQ$$ only
B
$$PQ$$ and $$QR$$
C
$$QR$$ and $$RS$$
D
$$PQ$$ and $$RS$$
3
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
The influence line diagram $$(ILD)$$ shown is for the member GATE CE 2007 Structural Analysis - Influence Line Diagram Question 6 English
A
$$PS$$
B
$$RS$$
C
$$PQ$$
D
$$QS$$
4
GATE CE 2006
MCQ (Single Correct Answer)
+2
-0.6
Consider the beam $$ABCD$$ and the influence line as shown below. The influence line pertains to GATE CE 2006 Structural Analysis - Influence Line Diagram Question 7 English
A
Reaction at $$A,\,\,{R_A}$$
B
Shear force $$B,\,\,{V_B}$$
C
Shear force on the left of $$C,\,\,V_C^ - $$
D
Shear force on the right of $$C,\,\,V_C^ + $$
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