1
GATE CE 1999
MCQ (Single Correct Answer)
+1
-0.3
In reinforced concrete, pedestal is defined as compression member, whose effective length does not exceed its dimension by
A
$$12$$ times
B
$$3$$ times
C
$$16$$ times
D
$$8$$ times
2
GATE CE 1999
Subjective
+5
-0
A beam with a rectangular cross section of size $$250$$ $$mm$$ wide and $$350$$ $$mm$$ deep is prestressed by a force of $$400$$ $$kN$$ using $$8$$ numbers $$7$$ $$mm$$ $$\phi $$ steel cables located at an eccentricity of $$75$$ $$mm.$$ Determine the loss of prestress due to creep of concrete. Grade of concrete is $$M40;$$ Coefficient of creep is $$2;$$ stress at transfer is $$80\% $$, Modulus of elasticity of steel $$\left( {{E_s}} \right)$$ is $$2.0 \times {10^5}\,\,MPa.$$
3
GATE CE 1999
MCQ (Single Correct Answer)
+1
-0.3
In section, shear centre is a point through which, if the resultant load passes, the section will not be subjected to any
A
Bending
B
Tension
C
Compression
D
Torsion
4
GATE CE 1999
MCQ (Single Correct Answer)
+2
-0.6
Two steel plates each of width $$150$$ $$mm$$ and thickness $$10$$ $$mm$$ are connected with three $$20$$ $$mm$$ diameter rivets is placed in zig-zag pattern. The pitch of the rivet is $$75$$ $$mm$$ and gauge is $$60$$ $$mm.$$ If the allowable tensile stress is $$150$$ $$MPa,$$ the maximum tensile force that the joint can withstand is
A
$$195.66$$ $$kN$$
B
$$195.00$$ $$kN$$
C
$$192.75$$ $$kN$$
D
$$225.00$$ $$kN$$
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