1
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
$$P = {{8{M_P}} \over L}$$
2
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 ____
3
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
$$S$$
4
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
The degree of static indeterminacy of a rigid jointed frame PQR supported as shown in the figure is GATE CE 2014 Set 1 Structural Analysis - Stability and Static Indeterminacy Question 14 English
A
Zero
B
One
C
Two
D
Unstable
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