1
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
Match the information given in Group $$-$$ $${\rm I}$$ with those in Group $$-$$ $${\rm II}.$$ GATE CE 2014 Set 1 Structural Analysis - Plastic Analysis Question 28 English
A
$$P - 1;\,\,Q - 2;\,\,R - 3;\,\,S - 4$$
B
$$P - 2;\,\,Q - 1;\,\,R - 4;\,\,S - 3$$
C
$$P - 3;\,\,Q - 4;\,\,R - 2;\,\,S - 1$$
D
$$P - 4;\,\,Q - 3;\,\,R - 2;\,\,S - 1$$
2
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
The ultimate collapse load $$(P)$$ in terms of plastic moment $${M_P}$$ by kinematic approach for a propped cantilever of length $$L$$ with $$P$$ acting at its mid-span as shown in the figure, would be GATE CE 2014 Set 1 Structural Analysis - Plastic Analysis Question 27 English
A
$$P = {{2{M_P}} \over L}$$
B
$$P = {{4{M_P}} \over L}$$
C
$$P = {{6{M_P}} \over L}$$
D
$$P = {{8{M_P}} \over L}$$
3
GATE CE 2014 Set 1
Numerical
+2
-0
For the truss shown below, the member $$PQ$$ is short by $$3$$ $$mm.$$ The magnitude of vertical displacement of joint $$R$$ (in $$mm$$) is ______________________ GATE CE 2014 Set 1 Structural Analysis - Energy Principle Question 5 English
Your input ____
4
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
In a beam of length $$L,$$ four possible influence line diagrams for shear force at a section located at a distance of $${L \over 4}$$ from the left end support (marked as $$P,Q,R$$ and $$S$$ ) are shown below. The correct influence line diagram is GATE CE 2014 Set 1 Structural Analysis - Influence Line Diagram Question 10 English 1 GATE CE 2014 Set 1 Structural Analysis - Influence Line Diagram Question 10 English 2
A
$$P$$
B
$$Q$$
C
$$R$$
D
$$S$$
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