The document discusses various topics related to civil engineering drawings, leveling, and foundations. It defines leveling as determining the elevation of points referenced to a datum and lists different types of leveling operations. The document also outlines two main types of foundations - shallow foundations that include pad, strip, raft, and strap foundations, and deep foundations that involve well and pile foundations.

1. NOSHAD ALI SOOMRO
ASSIGNMENT OF CIVIL
ENGINEERING
ROLL NO: K-12EL70
Mehran university of engineering &
technology jamshoro & khairpur

2. Engineering drawing
 The art of representation of engineering
objects such as buildings, stones, roads,
machines etc on a paper is called E.D.
 The subject of engineering drawing may be
divided in to following categories.
1. Geometrical drawing
2. Solid geometrical drawing
3. Mechanical Engineering drawing
4. Civil Engineering drawing
5. Electrical Engineering drawing

3. What is leveling and different terms
 Leveling is the determination of the elevation of a
point or difference between points referenced to
some datum
Terms:
1. Datum – any level surface to which elevations are
referenced
2. Mean Sea Level (MSL) – the average height of the
surface of the sea for all stages of the tide over a 19 year
period at 26 tide stations along Pacific, Atlantic and Gulf
3. National Geodetic Vertical Datum – nationwide reference
surface for elevations throughout the U.S. – made
available by National Geodetic Survey (NGS), based on
1929 adjustment.
4. Benchmark – relatively permanent object bearing a
marked point whose elevation above or below an

4. Classification of leveling
 Classification of leveling
 1. Different leveling:
 It is the operation of leveling to determine the elevations of
points. Some distance a part or to establish bench marks.
 2. Check leveling:
 It is the operation of running levels for the purpose of
checking the series of levels, which have been previously
fixed. At the end of each day’s work, a line of level is run,
returning to the starting point of that day with a view to check
the work done on that day.
 3. Profile leveling:
 It is the operation in which the object is to determine the
elevation of points at known distance apart along a given line,
and thus to obtain the accurate out line of the surface of the
ground. It is called the longitudinal leveling or sectioning

5.  4. Cross sectioning:
 It is the operation of leveling to determine the surface undulation or outline
of the ground transverse to the given line and on either side of it.
 5. Reciprocal leveling:
 It is then method of leveling in which the difference in elevation between
two points, accurately determined by two sets of observation when it is not
possible to set up the level midway between the two points.
 6. Barometric leveling:
 It is the method of leveling in which the altitudes of points are determined
by means of a barometer, which measures atmospheric pressure.
 7. Hypsometry:
 It is the method of leveling in which the heights of mountains are found by
observing the temperature at which water boils.
 8. Trigonometric leveling:
 It is then process of leveling in which the elevations of points are computed
from the vertical, angles and horizontal distance measured in the field.


6. Types of foundations
 There are two type of main foundations
 (1)Shallow foundation wich consist of Pad
foundation, Strip foundation, Raft foundation,
Strap foundation, slopped foundation
 (2)Deep foundation which consist of Well
foundation, Pile foundation etc.