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DESIGN AND ANALYSIS OF G+8 RESIDENTIAL BUILDING
1
L.INDUMATHI DEVI,
2
M.V.K.SAI SREERAJ,
3
N.V.DWARAKA KIRAN,
4
P.ABHIRAM,
5
S.V.ADIHYA,
6
S.REVANTH,
1
Assistant Professor,
2,3, 4, 5, 6
Students
Department of Civil Engineering, SREE VENKATESWARA COLLEGE OF ENGINEERING, ,
Kodavaluru(V&M), SPSR Nellore, Andhra Pradesh, India, Email id:
1
indumatidevi125@gmail.com, ,
2
rsree1417@gmail.com,
3
dwarakanunna@gmail.com,
4
adithyasunku1290@gmail.com,
5
abhiramreddy318@gmail.com,
6
samadhirevanth@gmail.com
ABSTRACT
The main aim of structural engineer is to
design the structures for a safe technology in the
computing field; the structural engineer can dare to
tackle much more large and complex structure
subjected to various type of loading condition. Carrying
out a complete design of the main structural elements of
a residential building including slabs, beams, columns
and footing. Getting real life experience with the
engineering practices. The structure should be so
arranged that it can transmit dead, the wind and
imposed loads in a direct manner to the foundations.
The general arrangement should ensure a robust and
stable structure that will not collapse progressively
under the effects of misuse or accidental damage to any
one element.
Keywords: Analysis, Design, RIVET, STAAD PRO,
Residential building, shear force, bending moment and
axial force.
I.INTRODUCTION
Practical knowledge is an essential
skill required by an engineer. By industrial
training, the practical knowledge can be super
imposed to technical knowledge. Industrial
training is an essential component in the
development of the practical and professional
skills required by an engineer. For
understanding the engineering practice in
general and sense of frequent and possible
problems that may arise during construction
and also necessary solution for these problems
can be experienced and understood during
industrial training. This exposure to the
practical world is the main objective of
industrial training.
While designing a reinforced concrete
structure, the aim is to provide a safe,
serviceable, durable, economical and
aesthetically pleasing structure. For the
structure to be safe, it must be able to resist the
worst loading conditions. Under normal
working conditions, the deformation and
cracking must not be excessive for the
structure to remain serviceable, durable and
aesthetically pleasing during the expected
design life. Furthermore, the structure should
be economical with regard to both
construction and maintenance cost.
II. LITERATURE REVIEW
Patil A. S, (2013) studied nonlinear
dynamic analysis of 10 storied RCC building.
Considering different seismic intensities and
also studied seismic response of such building.
The building under consideration is modeled
with the help of SAP 2000-15 1 software and 5
different time histories have been used. The
result of the study shows similar variations
pattern in seismic response such as base shear
and storey sdisplacements and concluded that
The International journal of analytical and experimental modal analysis
Volume XIV, Issue VI, June/2022
ISSN NO: 0886-9367
Page No : 2883
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time history is realistic method used for
seismic analysis. It provides a better check to
the safety of structure analyzed and designed.
M.S. Aainawala et al. (2014).
Comparative study of multi-stored R.C.C
Building with and without shear walls.He did
done the comparative study of multi-stored
R.C.C Building with and without shear walls.
They applied the earthquake load to a building
for G+12, G+25, G+38 located in zone II,
zone III, zone IV and zone V for different
cases for shear wall position.It was observed
that multistoried R.C.C building with shear
wall is economical as compared to without
shear wall. As per analysis, it was concluded
that displacement at different level in multi- stored building with shear wall is
comparatively lesser as compared to R.C.C
building without shear wall. This is important
for building design and use of shear walls.
Mahesh et al., 2014, compared the
behavior of G+11 multi-storeyed building of
regular and irregular configuration under earth
quake is complex and it varies of wind loads
are assumed to act simultaneously with earth
quake loads. In this paper a residential
building. Of G+11 multi storied building is
studied for earth quake and wind load using
ETABS and STAAD PRO.
In Prof Dr. Qaiseruz Zaman Khan's
2010paper Response spectrum analysis of 20
story building has been conferred in detail and
comparison of static and dynamic analysis and
design results of buildings up to 400 feet
height (40story) in relations of percentage
decrease in bending moments ad shear force of
beams, bending moments of columns, top
story deflection and support reaction are
conferred.
Mohan et al., 2011.Compared and
studied linear equivalent static analysis
performed for regularbuildings up to 90m
height in zone I and II, dynamic analysis
should be performed for regular and irregular
buildings in zone IV and V. In present work,
two. Multi stored buildings, one of six and
other of eleven stories have been modeled
using. Software package SAP 2000 for
earthquake zone V in India.
P.P. Chandurkar et. al. (2013):
Study of G+9 building: Had presented study
of G+9 building having three meters height for
each storey. The whole building design had
carried out according to IS code for seismic
resistant design and the building had
considered fixed at base. Structural element
for design had assumed as square or
rectangular in section.
They had done modelling of building
using ETAB software in that four different
models were studied with different positioning
of shear walls.
III. METHODOLOGY
A Brief Description of Software’s used
The training allowed acquaintance with a
number of soft wares. The most frequently
used software includes:
STAAD Pro.
RIVET
3.1 STAAD Pro.
STAAD Pro. Offer’s a comprehensive
range of engineering simulation solution
system providing access to virtually any field
of engineering simulation that a design process
requires. STAAD Pro is a general purpose
The International journal of analytical and experimental modal analysis
Volume XIV, Issue VI, June/2022
ISSN NO: 0886-9367
Page No : 2884
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program for performing the analysis and
design of a structure. The software is released
by Research Engineers International,
California, and U.S.A. It has an intuitive, user- friendly GUI, visualization tools, powerful
analysis and design facilities and seamless
integration to several other modeling and
design software products. The software has
provisions to allow us to specify the entire
structure as a collection of its various
elements. Thus, it allows us to discretize the
structure. The software is fully compatible
with all windows operating system but is
optimized for windows XP.
The software has an extremely friendly
GUI that makes modelling easy and accurate.
For static, dynamic or pushover analysis of
bridges, containment structures, embedded
structures (tunnels and culverts), pipe racks,
steel, concrete, aluminum or timber buildings,
transmission towers, stadiums or any other
simple or complex structure, STAAD Pro
2007 has been the choice of design
professionals around the world for their
specific analysis needs. It provides a
comprehensive and integrated finite element
analysis and design solution, including a state- of-the-art user interface, visualization tools,
and international design codes. It is capable of
analysing any structure exposed to a dynamic
response, soil-structure interaction, or wind,
earthquake and moving loads. Once when the
overall geometry of the structure has been
specified, the section properties of individual
member elements are specified. Thereafter,
loading on the members are specified.
Following this, the support conditions relevant
to the structure are specified as well.
The input to the software can easily be
inspected and modified with the help of
STAAD editor. Thereafter, the analysis can be
performed. The analysis yields us the
parameters required for performing the
structural design ofthe software. The required
values can directly be read from the STAAD
output file. The software also allows us to
perform design as per specifications in various
international codes of practice.
AutoCAD-RIVET
All the drawing and detailing works for this
training were done by making use of
AutoCAD RIVET-2022, developed by M/s.
AUTODESK, USA. As such, this is the
pioneering software in CAD. AutoCAD is a
vector graphics drawing program. It uses
primitive entities such as lines, poly-lines,
circles, arcs and text as the foundation for
more complex objects. AutoCAD’s native file
format, DWG, and to a lesser extent, its
interchange file format, DXF has become the
standards for interchange of CAD data.
Soil Investigation Report
Soil Profile
The site for the proposed project is located
near west fort junction, in Krishna district,
A m a r a v a t i . The soil profile of the
proposed site can be obtained from various
field and laboratory tests, their compilation
and analysis.From the investigation report the
recommendations are also made regarding the
type of foundation to be adopted. The purpose
of soil investigation including performingfield
tests with in the borehole and collecting
samples forlaboratory tests was to accomplish
the following:
To determine the type and extend of
subsurface material up to hard core
level and 1 m hard core cutting.
The International journal of analytical and experimental modal analysis
Volume XIV, Issue VI, June/2022
ISSN NO: 0886-9367
Page No : 2885