1. DONE BY
J RAVI
15641A0171
M KALYAN KUMAR
15641A0173
G SAI PRASHANTH
15641A0176
E PRASHANTH
15641A0185
GUIDE
DR Dinesh
CIVIL ENGINEER
ER B LAXMAN
B.E.,M.Tech
2. The design process of structural planning and design requires not only imagination and conceptual
thinking but also sound knowledge of science of structural engineering besides the knowledge of
practical aspects, such as recent design codes, bye laws, backed up by ample experience, intuition and
judgment. The purpose of standards is to ensure and enhance the safety, keeping careful balance
between economy and safety. The process of design commences with planning of the
structure,primarilytomeet its functional resumed for . It is emphasized that any structure to be
constructed must satisfy the need efficiently for which it is intended and shall be durable for its
desired life span
Need for the design is to plan a structure, which meets the basic requirements of structural design are
as follows:
Serviceability
Safety
Strength
Durability
Economy
Aesthetic appearance
Feasibility, practicability and acceptability
All the component members are to be arranged so that they transmit their self-weight and other
superimposed loads to foundation or supporting structure by cheapest means to satisfy the
requirements of architecture and structural stability.
3. Structural design is the primary aspect of civil engineering. The foremost basic in structural
engineering is the design of simple basic components and members of a building viz., Slabs, Beams,
Columns and Footings. In order to design them, it is important to first obtain the plan of the particular
building. Thereby depending on the suitability; plan layout of beams and the position of columns are fixed.
Thereafter, the vertical loads are calculated namely the dead load and live load.
Once the loads are obtained, the component takes the load first i.e. the slabs can be designed. Designing of
slabs depends upon whether it is a one-way or a two-way slab, the end conditions and the loading. From
the slabs, the loads are transferred to the beam. The loads coming from the slabs onto the beam may be
trapezoidal or triangular. Depending on this, the beam may be designed. Thereafter, the loads (mainly
shear) from the beams are taken by the columns. For designing columns, it is necessary to know the
moments they are subjected to. For this purpose, frame analysis is done by Moment Distribution Method.
After this, the designing of columns is taken up depending on end conditions, moments, eccentricity
and if it is a short or slender column. Most of the columns designed in this mini project were
considered to be axially loaded with uniaxial bending. Finally, the footings are designed based on the
loading from the column and also the soil bearing capacity value for that particular area. Most importantly,
the sections must be checked for all the four components with regard to strength and serviceability.
THE PROPOSED CONSTRUCTION OF RESIDENTIAL BUILDING
OF Smt.S.RAMA DEVI W/o:-SRIRAM RAVI SITUATED AT O' CITY, WARANGAL
4. PLANNING
DESIGN & REINFORCEMENT – (for columns & footings)
IMPLEMENTING
PROCEEDINGS
SOIL TEST
WATER TEST
COLUMN FOOTING - (mentioned in plan proceedings)
GROUND LEVEL - (column plinth beams)
STARTARS – (for columns)
CENTERING
ROOF BEAM
ELECTRIC WORK
SLAB
7. Design of the Column.
Design of footing
Thickness of footing
Flexural reinforcement
Check for development length
Transfer of load at base of column
Design of column Design of footing
8. Thickness of footing Flexural reinforcement
check for development length Transfer of load at base of column
