1
GATE CE 1994
MCQ (Single Correct Answer)
+2
-0.6
The state of two dimensional stresses acting on a concrete lamina consists of a direct tensile stress, $${\sigma _x} = 1.5\,\,N/m{m^2},$$ and shear stress, $$\tau = 1.20\,N/m{m^2},$$ which cause cracking of concrete. Then the tensile strength of the concrete in $$N/m{m^2}$$ is
A
$$1.50$$
B
$$2.08$$
C
$$2.17$$
D
$$2.29$$
2
GATE CE 1994
MCQ (Single Correct Answer)
+1
-0.3
If $$'YY'$$ is the centroidal axis of a $$T$$-beam section, subjected to plastic moment, $${M_P},$$ the neutral axis lies GATE CE 1994 Structural Analysis - Plastic Analysis Question 14 English
A
above $$'ZZ'$$
B
between $$YY$$ and $$ZZ$$
C
between $$XX$$ and $$YY$$
D
between low $$XX$$
3
GATE CE 1994
MCQ (Single Correct Answer)
+1
-0.3
The ratio of the stiffness of a beam at the near end when the far end is hinged to the stiffness of the beam at the near end when the far end is fixed is
A
$${1 \over 2}$$
B
$${3 \over 4}$$
C
$$1$$
D
$${4 \over 3}$$
4
GATE CE 1994
MCQ (Single Correct Answer)
+1
-0.3
A single bay portal frame of height $$'h'$$ fixed at the base is subjected to a horizontal displacement $$'\delta '$$ at the top. The base moments developed is proportional to _____, where $$'{\rm I}'$$ is the moment of inertia of the cross section.
A
$${\rm I}/h$$
B
$${\rm I}/{h^2}$$
C
$${\rm I}/{h^3}$$
D
None
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