SSC JE Civil Engineering 23rd Jan 2018 Shift-2
For the following questions answer them individually
A circular pipe of diameter 60cm carries a discharge of $$2.5 m^{3}\reac{s}$$.
What is the velocity of flow (m/s) through the pipe ?
Which of the following represents the CORRECT relationship between theĀ Chezyās coefficient, C and coefficient of roughness of channel, f?
The setting tank of surface overflow rate of $$4.5\times10^{-4}m^{3}/m^{2}/s$$ isĀ used for design discharge of $$2\frac{m^{3}}{s}$$. What is the surface area $$(m^{2})$$ of theĀ settling tank ?
Using prismoidal method, what is the volume (cubic metre) of earthwork requiredĀ for 10 m deep pit, if the top and bottom dimensions are 4 m x 8 m and 8Ā m x 16 m respectively?
What is the estimate (Rs.) for a building with a plinth area of 2000 sq. m with rateĀ of Rs. 3800 per sq. m? (Consider the adds of 15% of electric installation and 7% ofĀ miscellaneous)
What is the quantity (sq. m) of plastering required for the 6 m length of wall which
is 4 m high and 50 cm thick?
