1
GATE CE 2003
MCQ (Single Correct Answer)
+1
-0.3
A box contains $$10$$ screws, $$3$$ of which are defective. Two screws are drawn at random with replacement. The probability that none of the two screws is defective will be
A
$$100$$%
B
$$50$$%
C
$$49$$%
D
none
2
GATE CE 2003
MCQ (Single Correct Answer)
+1
-0.3
If $$L$$ denotes the laplace transform of a function, $$L\left\{ {\sin \,\,at} \right\}$$ will be equal to
A
$${a \over {{s^2} - {a^2}}}$$
B
$${a \over {{s^2} + {a^2}}}$$
C
$${s \over {{s^2} + {a^2}}}$$
D
$${s \over {{s^2} - {a^2}}}$$
3
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
Maximum strains in an extreme fibre in concrete and in the tension reinforcement (Fe-$$415$$ grade and $${E_s} = 200\,\,kN/m{m^2}$$) in a balanced section at limit state of flexure are respectively
A
$$0.0035$$ and $$0.0038$$
B
$$0.002$$ and $$0.0018$$
C
$$0.0035$$ and $$0.0041$$
D
$$0.002$$ and $$0.0031$$
4
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
A reinforced concrete beam, size $$200$$ $$mm$$ wide and $$300$$ $$mm$$ deep overall is simply supported over a span of $$3$$ $$m.$$ It is subjected to two point loads $$P$$ of equal magnitude placed at middle third points. The two loads are gradually increased simultaneously. Beam is reinforced with $$2$$ $$HYSD$$ $$415$$ bars of $$16$$ $$mm$$ diameter placed at an effective cover of $$40$$ $$mm$$ on bottom face and nominal shear reinforcement. The characteristic compressive strength and the bending tensile strength of the concrete are $$20.0\,\,N/m{m^2}$$ and $$2.2\,\,N/m{m^2}$$ respectively.

Ignoring the presence of tension reinforcement, the value of load $$P$$ in $$kN$$ when the first flexure crack will develop in the beam is

A
$$4.5$$
B
$$5.0$$
C
$$6.6$$
D
$$7.5$$
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