#surveying, Civil Engineering

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State the term axial prestressingin - Concrete, State the term Axial Prestr...

State the term Axial Prestressingin Concrete If the centroid of cross-sectional areas of tendons is at the location of the centroid of the cross-section of the concrete member,

Explain equation for change interval, Explain equation for Change Interval ...

Explain equation for Change Interval y = t + v / 2a + 64.4G Where:  y = length of yellow interval (sec)     t = driver perception/reaction time (1.0 sec generally used)

Dense bituminous macadam, Dense Bituminous Macadam: A Dense Bituminou...

Dense Bituminous Macadam: A Dense Bituminous Macadam (DBM) is a close-graded premix material having a voids content of 5-10 per cent. Two gradings are normally adopted :

Estimate the size estimating the rcc structures, PART - A 1.  Can you e...

PART - A 1.  Can you enumerate the benefits of individual wall method of estimation? 2.  Estimate the single room of size  3m x 4m x height 3m  using individual wall method?

Distomat., write a note on distomat

write a note on distomat

Define inspection of steel or cast iron substructures, Define Inspection of...

Define Inspection of Steel or Cast Iron Substructures? Corrosion is the principal cause of deterioration in steel waterfront substructures. On bare un-protected steel pilings,

Determine the station number - transportation, The local survey crew measur...

The local survey crew measures a distance of 1,135 ft of new drainage pipe that is required for the new road construction. The beginning point for the drainage is located at statio

Smallest size of a325 bolts needed for two plates in tension, What is the s...

What is the smallest size of A325 bolts required for the two plates in tension noted below, assuming the thickness of each plate is 1.0-in. and the applied force at each end is P=2

Calculate the settlement at the centre of the mat, A mat foundation of 15...

A mat foundation of 15 m x 15 m and weighing 20000 N/m 2 is to be constructed on the surface of a soil strata. The profile is given in Figure. The number of squares enclosed i

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