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Q. Can you explain Curved heads ?
In case of rivers carrying high discharges of the order of 28300 m3 Is and above, Gale's recommendations are more conservative than Spring's. For rivers with discharge of the order of 14150 m3/s, radius of curve according to different authors is nearly same. For discharges smaller than 14150 m3 /s radius can possibly be shorter than suggested by Spring. In the absence of definitive overall criteria, judgement needs to be used in selecting suitable radius or radii when the curve is composite. In case of major bridge projects, aid of hydraulic model studies may, in addition, be sought in finalising the curve.
Enumerate the term - Failure Due to Crushing of Concrete Over reinforced pre-stressed concrete members, provided with a large amount of pre-stressing steel or relatively small
TERMINOLOGY 1. Focus: The point on the fault where slip begins is the focus. It is also called as hypocentre 2. Epicentre: The point vertically above the focus on the su
Calculate the Number of Paths, Number of Critical Paths and Project Duration For the project network shown, the total number of paths through the network; number of critical pa
types of arches
the two sides of a triangle are 17cm and 28 cm long, and the length of the median drawn to the third side is equal to 19.5. find the distance from an endpoint of this median to the
ADVANTAGE OF FLEMISH BOND
Harbours: Types of Harbours There are two types of harbours, viz : (a) Natural harbour, which is protected from storms and waves by the natural configuration of t
I.S. CODES ON EARTHQUAKE RESISTANT BUILDING DESIGN Bureau of Indian Standard has divided the country into five zones depending upon the severity of earthquake after observing
Q. Describe Principles of river protection works? Determination of design discharge for a bridge is sometimes required to be based on flood marks left during unprecedented abno
Example for Beam Flexure Design Select the lightest W section for the simply supported beam shown below. The beam length is 12ft. The nominal loading is: w d = 4.0 kip/ft (i
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