1
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
The possible location of shear center of the channel section, shown below, is GATE CE 2014 Set 1 Strength of Materials Or Solid Mechanics - Shear Stress In Beams Question 6 English
A
$$P$$
B
$$Q$$
C
$$R$$
D
$$S$$
2
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+2
-0.6
A box of weight 100 kN shown in the figure is to be lifted without swinging. If all forces are coplanar, the magnitude and direction ($$\theta$$) of the force (F) with respect to x-axis should be GATE CE 2014 Set 1 Strength of Materials Or Solid Mechanics - Simple Stresses Question 8 English
A
F = 56.389 kN and $$\theta$$ = 28.28°
B
F = -56.389 kN and $$\theta$$ = -28.28°
C
F = 9.055 kN and $$\theta$$ = 1.414°
D
F = -9.055 kN and $$\theta$$ = -1.414°
3
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 28 English
A
$$P = {{2{M_P}} \over L}$$
B
$$P = {{4{M_P}} \over L}$$
C
$$P = {{6{M_P}} \over L}$$
D
$$P = {{8{M_P}} \over L}$$
4
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 6 English
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