Design of culverts,

Culverts, Can anyone help me in finding the formula for submerged and unsub...

Can anyone help me in finding the formula for submerged and unsubmerged flow in culverts?

Foundations, Design a footing of a bridge pier

Design a footing of a bridge pier

Theodolote, List out the permanent adjustments of dumpy level.

List out the permanent adjustments of dumpy level.

Road maintenance, find the details of road maintenance in our project work

find the details of road maintenance in our project work

State the net allowable bearing pressure, A footing, 2 m square, is founded...

A footing, 2 m square, is founded at a depth of 1.5 m in a sand deposit, for which the corrected value of N is 27. The water table is at a depth of 2 m from the surface. Verify the

Determine the cubic yard in the ground, An earthwork contractor encountered...

An earthwork contractor encountered a location within the borrow area where the geological conditions changed.  Instead of encountering 100 cubic yards of wet clay, the contractor

Reason of skin reinforcement for deep beams, Question What is reason of sk...

Question What is reason of skin reinforcement for deep beams ? Answer In BS8110, it declares that secondary reinforcement have to be provided for beams greater than 750mm deep

Convert reduced bearings into whole circle bearings, Example: Convert t...

Example: Convert the following reduced bearings into whole circle bearings: (i) N 65° E                           (ii) S 43° 15′ E (iii) S 52° 30′ W           (iv)

How to calculate the vertical stress, A rectangular foundation, 2 m × 4 m, ...

A rectangular foundation, 2 m × 4 m, transmits a uniform pressure of 450 kN/m 2 to the underlying soil. Verify the vertical stress at a depth of 1 metre below the foundation at a