SSC JE Civil Engineering 2nd March 2017 Shift-2

Instructions

For the following questions answer them individually

SSC JE Civil Engineering 2nd March 2017 Shift-2 - Question 81


According to load factor method, the permissible load W on a short column reinforced with longitudinal bars and lateral stirrups is _____.

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SSC JE Civil Engineering 2nd March 2017 Shift-2 - Question 82


The length of the lap in a compression member is kept greater than [bar diameter x (Permissible stress in bar )/(Five times the bond stress)] or is _____.

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SSC JE Civil Engineering 2nd March 2017 Shift-2 - Question 83


A short column $$ 20 cm \times 20 cm $$ in section is reinforced with 4 bars whose area of cross section is 20 sq.cm. If permissible compressive stresses in concrete and steel are 40 $$\frac{kg}{cm^{2}}$$ and 300 $$\frac{kg}{cm^{2}}$$ the safe load on the column should not exceed _____.

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SSC JE Civil Engineering 2nd March 2017 Shift-2 - Question 84


A column is regarded as long column if the ratio of its effective length and lateral dimension exceeds _____

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SSC JE Civil Engineering 2nd March 2017 Shift-2 - Question 85


If the size of a column is reduced above the floor, the main bars of the columns _____

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SSC JE Civil Engineering 2nd March 2017 Shift-2 - Question 86


The pitch of the main bars in a simply supported slab should not exceed its effective depth by _____.

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SSC JE Civil Engineering 2nd March 2017 Shift-2 - Question 87


- Distribution reinforcement in a simply supported slab is provided to distribute _____.

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SSC JE Civil Engineering 2nd March 2017 Shift-2 - Question 88


In a simply supported slab the minimum spacing of distribution reinforcement should be four times the effective thickness of the slab or _____

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SSC JE Civil Engineering 2nd March 2017 Shift-2 - Question 89


The modular ratio 'm' of a concrete whose permissible compressive stress is 'C' may be obtained from the equation _____

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SSC JE Civil Engineering 2nd March 2017 Shift-2 - Question 90


- For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

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