1
GATE CE 2017 Set 2
MCQ (Single Correct Answer)
+2
-0.6
Two prismatic beams having the same flexural rigidity of $$1000\,kN$$-$${m^2}$$ are shown in the figures. GATE CE 2017 Set 2 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 6 English

If the mid-span deflections of these beams are denoted by $${\delta _1}$$ and $${\delta _2}$$ (as indicated in the figures), the correct option is

A
$${\delta _1} = {\delta _2}$$
B
$${\delta _1} < {\delta _2}$$
C
$${\delta _1} > {\delta _2}$$
D
$${\delta _1} > > \delta $$
2
GATE CE 2017 Set 2
Numerical
+2
-0
A hollow circular shaft has an outer diameter of $$100$$ $$mm$$ and inner diameter of $$50mm.$$ If the allowable shear stress is $$125$$ $$MPa$$, the maximum torque (in $$kN$$-$$m$$) that the shaft can resist is ___________
Your input ____
3
GATE CE 2017 Set 2
MCQ (Single Correct Answer)
+1
-0.3
In a material under a state of plane strain, a 10×10 mm square centered at a point gets deformed as shown in the figure. GATE CE 2017 Set 2 Strength of Materials Or Solid Mechanics - Simple Stresses Question 11 English If the shear strain $$\gamma_{xy}$$ at this point is expressed as 0.001k (in rad), the value of k is
A
0.50
B
0.25
C
-0.25
D
-0.50
4
GATE CE 2017 Set 2
Numerical
+2
-0
Consider the portal frame shown in the figure and assume the modulus of elasticity, $$E = \,2.5 \times {10^4}\,\,MPa$$ and the moment of inertia, $${\rm I} = 8 \times {10^8}\,\,m{m^4}$$ for all the members of the frame. GATE CE 2017 Set 2 Structural Analysis - Slope Deflection Method Question 2 English

The rotation (in degrees, up to decimal place) at the rigid joint $$Q$$ would be ____________

Your input ____