1
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
A concrete beam of rectangular cross-section of size $$120$$ $$mm$$ (width) and $$200$$ $$mm$$ (depth) is prestressed by a straight tendon to an effective force of $$150$$ $$kN$$ at an eccentricity of $$20$$ $$mm$$ (below the centroidal axis in the depth direction). The stresses at the top and bottom fibres of the section are
A
$$2.5\,\,N/m{m^2}\,\,\left( {compression} \right),\,\,10\,N/m{m^2}\,\left( {compression} \right)$$
B
$$10\,\,N/m{m^2}\,\,\left( {tension} \right),\,\,2.5\,N/m{m^2}\,\left( {compression} \right)$$
C
$$3.75\,\,N/m{m^2}\,\,\left( {tension} \right),\,\,2.75\,N/m{m^2}\,\left( {compression} \right)$$
D
$$2.75\,\,N/m{m^2}\,\,\left( {compression} \right),\,\,3.75\,N/m{m^2}\,\left( {compression} \right)$$
2
GATE CE 2007
MCQ (Single Correct Answer)
+1
-0.3
Consider the following statements:

1. The compressive strength of concrete decreases with increase in water-cement ratio of the concrete mix.

2. Water is added to the concrete mix for hydration of cement and workability.

3. Creep and shrinkage of concrete are independent of the water-cement ratio in the concrete mix.

The true statements are
A
1 and 2
B
1, 2 and 3
C
2 and 3
D
only 2
3
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
Consider the following statements:

I. Modulus of elasticity concrete increases with increase in compressive strength of concrete.

II. Brittleness of concrete increases with decrease in compressive strength of concrete.

III. Shear strength of concrete increases with increase in compressive strength of concrete.

The TRUE statements are
A
II and III
B
I, II and III
C
I and II
D
I and III
4
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
A bracket connection is made with four bolts of $$10$$ $$mm$$ diameter and supports a load of $$10$$ $$kN$$ a an eccentricity of $$100$$ $$mm.$$ The maximum force to be resisted by any bolt will be GATE CE 2007 Steel Structures - Eccentric Connections Question 6 English
A
$$5$$ $$kN$$
B
$$6.5$$ $$kN$$
C
$$6.8$$ $$kN$$
D
$$7.16$$ $$kN$$
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