where can i get the previous question papers for rrb
section enginerr (civil)
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extra how much quantity need to fill the actual excavated quantity.
cavitations is caused by
wht is off shore structure
Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No. Loading Axial force Moment Shear 1 DL+LL 1950 600 20 2 Seismic load 250 4800 700
about 200 cubic mtr
Why are separation membranes used between concrete pavement slab and sub-base?
What is difference between code and standard and specification?
what is mean by hysd bar?
What is the percentage of wastage in steel reinforcement n how to control it?
what is characteristic strength of m20 concrete?
can we use .5 water-cement ratio for any type of cement?
Dear Sir, I work in hydro project. I want to hire Scorpio/ Bolero on monthly basis. But how can i justified its amount (Hourly basic). Please solve my problem
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