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Ask question Design the pavement by group index method for heavy traffic using following subgrade data Soil passing 75micron sieve =65%,liquid limit =40%plastic limit =20% #Min
In case of simple bending after simply supported beam, derive that M/I = s /y = E/R.
assignment on comparative scale
Q. Estimation of design flood discharge? These methods are also in vogue for estimating maximum discharge. Discharge estimated using the above three methods may be compared wit
A wall with a smooth vertical back and 9 metres high retains a moist cohesionless soil with a horizontal surface. The soil weighs 15 kN/m3 and has an angle of internal friction of
what are the uses of retaining wall?!
parts of Bridges & culverts
If the standard deviation of an observation is ± 10-ft, the most probable error would be: The most probable error is defined as the error for which there are equal chances of t
For fixed beam(say for example fixed with a point load at midspan) how did we end up getting P*L/8...??
What are the assumptions made in the theory of pure bending
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