SSC JE Civil Engineering 2012

Instructions

For the following questions answer them individually

Question 141

Out of the constituents of cement namely,tricalcium silicate ($$C_2S$$), dicalcium silicate ($$C_2S$$), tri calcium aluminate ($$C_3A$$) and tertracalcium alumino ferrite ($$C_4AF$$) the first to set and harden is

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Question 142

The addition of $$CaCl_2$$ in concrete result in
A. increased shrinkage
B. decreased setting time
C. decreased shrinkage
D. increased setting time

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Question 143

The concrete mix design is conducted as per

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Question 144

The modulus of elasticity of concrete in N/mm$$^2$$ can be assumed as follows where $$F_{ck}$$ is the characteristic cube compressive strength of concrete in N/mm$$^2$$?

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Question 145

The horizontal distance between parallel main reinforcements in RC slab shall not be more than

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Question 146

In limit state method of design, for HYSD bars the values of bond stress shall be

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Question 147

Critical section for calculating bending moment for a spread concrete footing of effective depth d is given by the plane at

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Question 148

f L is the effective length of a column and is the least lateral dimension, then the column will be treated as short column if the ratio of $$\frac{L}{B}$$ is equal to or less than

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Question 149

The factored loads at the limit state of collapse for DL + LL, DL + WL and DL + LL + WL combinations, according to IS : 456 - 2000 are respectively

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Question 150

A compression member is termed as column or strut if the ratio of its effective length to the least lateral dimension is more than

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