| Other Civil Engineering Interview Questions |
|| Asked @
|what is the defination of an ideal fluid?
|how much cement consumption in 1 sqmt of wall cleading work
|What's the expanded form for NMR?
|what are the types of trusses
|Which IS code is saying the detail of deshuttering period?
|how to find out spacing inbetween bars instead of 8dia
100c/c to 10dia bars
|As per thumb rule cement required per 1 cum of M20 concrete
is 411Kg/cum(1.57/5.5=0.285cum of cement i.e
0.285*1440=411Kg).But as per PWD rate analysis cement
required is 347Kg/cum.the difference is 64Kg.This kind of
difference is coming every grade of concrete.Can you give
perfect suggestion regarding this.
|What is the difference in Cement content for M-20 Concrete
if y ou use OPC & PPC?
What is the difference in the Curing Period?
|How to calculate the quantity of cement,sand,aggregate for the area L*B*T
are 15.24 m*21.36m*0.12m in the ratio 1:2:4
can any ine explain in detail by using formulas.
Thanks in advance
|What is the diffrence between FE 415 & FE 500 TMT BARS
|Difference between lateral ties and stirrups?
|during earth quake base shear force=a/w*g
|For more Civil Engineering Interview Questions Click Here |