1
GATE CE 2016 Set 2
Numerical
+2
-0
A $$450$$ $$mm$$ long plain concrete prism is subjected to the concentrated vertical loads as shown in the figure. Cross section of the prism is given as $$150\,\,mm\,\, \times \,\,150\,\,mm.$$ Considering linear stress distribution across the cross-section, the modulus of rupture (expressed in $$MPa$$) is ______________ GATE CE 2016 Set 2 Strength of Materials Or Solid Mechanics - Pure Bending Question 4 English
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2
GATE CE 2016 Set 2
MCQ (Single Correct Answer)
+2
-0.6
For the stress state (in MPa) shown in the figure, the major principal stress is 10 MPa. GATE CE 2016 Set 2 Strength of Materials Or Solid Mechanics - Complex Stress Question 9 English

The shear stress $$\tau $$ is

A
$$10.0$$ $$MPa$$
B
$$5.0$$ $$MPa$$
C
$$2.5$$ $$MPa$$
D
$$0.0$$ $$MPa$$
3
GATE CE 2016 Set 2
MCQ (Single Correct Answer)
+2
-0.6
An elastic isotropic body is in a hydrostatic state of stress as shown in the figure. For no change in the volume to occur, what should be its Poisson's ratio? GATE CE 2016 Set 2 Strength of Materials Or Solid Mechanics - Simple Stresses Question 6 English
A
0.00
B
0.25
C
0.50
D
1.00
4
GATE CE 2016 Set 2
MCQ (Single Correct Answer)
+2
-0.6
A fixed-end beam is subjected to a concentrated load $$(P)$$ as shown in the figure. The beam has two different segments having different plastic moment capacities $$\left( {{M_P},\,2{M_P}} \right)$$ as shown. GATE CE 2016 Set 2 Structural Analysis - Plastic Analysis Question 17 English

The minimum value of load $$(P)$$ at which the beam would collapse (ultimate load) is

A
$$7.5\,\,{M_P}/L$$
B
$$5.0\,\,{M_P}/L$$
C
$$4.5\,\,{M_P}/L$$
D
$$2.5\,\,{M_P}/L$$
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