International Journal of Pure and Applied Mathematics
Volume 119 No. 17 2018, 2989-2997
ISSN: 1314-3395 (on-line version)
url: http://www.acadpubl.eu/hub/
Special Issue
http://www.acadpubl.eu/hub/
DESIGN AND ANALYSIS OF G+10 RESIDENTIAL
BUILDING WITH DIFFERENT BUILDING MATERIALS
USING STADD PRO
G.B.Ramesh kumar
Associate Professor
Department of civil engineering
Saveetha School of Engineering
SIMATS, Chennai-602105
rameshkumargb@gmail.com
A. Gopi
U.G Student
Department of civil engineering
Saveetha School of Engineering
SIMATS, Chennai-602105
enclose space by walls with roof, food, cloth and the
basic needs of human beings. In the early ancient
1. ABSTRACT:
times humans lived in caves, over trees or under
The sudden raise of development of multi-story
trees, to protect themselves from wild animals, rain,
structures because of urban sprawl and population
sun, etc. as the times passed as humans being started
development. In any case, the worry on the earth is
living in huts made of timber branches. The shelters
more up to date changing so supplanting the sections
of those old have been developed nowadays into
of the working with the materials that don't create
beautiful houses. Rich people live in sophisticated
carbon-di-oxide. Different basic structures and
condition houses.
development materials were produced alongside an
non-basic
Buildings are the important indicator of social
components. The execution of the building relies
progress of the county. Every human has desire to
upon the collaboration of the basic and non-basic
own comfortable homes on an average generally one
segments. The worry for time administration is an
spends his two-third life times in the houses. The
incredible arrangement nowadays so the development
security civic sense of the responsibility. These are
of the segments in the building are outlined by
the few reasons which are responsible that the person
various shapes and diverse materials and we use
do utmost effort and spend hard earned saving in
different types of building materials like plastic and
owning houses.
assorted
scope
of
auxiliary
and
steel and compare the difference between the
From model generation, analysis and design
building materials of its strength and analysis the
to visualization and result verification, STAAD Pro is
structure of the G+10 residential building with stadd
the professional’s choice for steel, concrete, timber,
pro
aluminium and cold –formed steel design of low and
high-rise buildings, culverts, petrochemical plants,
tunnels, bridges, piles and much more.
2. INTRODUCTION:
To perform an accurate analysis a structural
Building construction is the engineering deals with
engineer must determine such information as
the construction of building such as residential
structural loads, geometry, support conditions, and
houses. In a simple building can be define as an
materials properties. The results of such an analysis
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typically include support reactions, stresses and
Nowadays the house building is major work of the
displacements
social progress of the county. Daily new techniques
are being developed for the construction of houses
Residential buildings represent a large portion of new
economically, quickly and fulfilling the requirements
construction projects throughout the U.S. Residential
of the community engineers and architects do the
buildings designed for consumer interaction and sales
design work, planning and layout, etc, of the
often present unique structural and architectural
buildings. Draughtsman are responsible for doing the
design challenges due to the emphasis on aesthetics
drawing works of building as for the direction of
and performance. This Major Qualifying Project
engineers and architects. The draughtsman must
investigated the design of a two-story Residential
know his job and should be able to follow the
building with a large span lobby for sales agents and
consumers.
demonstrate
The
group
fundamental
used
the
knowledge
project
of
instruction of the engineer and should be able to draw
to
the required drawing of the building, site plans and
civil
layout plans etc, as for the requirements.
engineering gained from undergraduate courses at
WPI. Topics not covered in the undergraduate
A building frame consists of number of
curriculum were researched and explored including
bays and stored. A multi-stored, multi-planned frame
the design and construction of a dome roof and a
is a complicated statically intermediate structure. A
partial glass curtain wall. The project team’s goal was
design of R.C building of G+10 stored frame work is
to design an architectural plan and structural system
taken up. The building in plan consists of columns
that is cost effective, safe, and accommodating to the
built monolithically forming a network.
proposed use. The project team established an
Residential building with different building materials
architectural layout and floor plan based on the
It is
The design is made using software on
building’s projected Residential use. The floor plan
structural analysis design (staad-pro). The building
and building layout were designed in accordance with
subjected to both the vertical loads as well as
the Massachusetts State Building Code 7th Edition.
horizontal loads. The vertical load consists of dead
The team then designed a structural framing system.
load of structural components such as beams,
All principle structural members were designed,
columns, slabs etc and live loads. The horizontal load
including beams, girders, columns, connections, and
consists of the wind forces thus building is designed
foundation elements. Frame designs investigated both
for dead load, live load and wind load as per IS 875.
steel and concrete construction. Both materials were
The building is designed as two dimensional vertical
compared and analysed resulting in one final, cost-
frame and analysed for the maximum and minimum
effective structural frame using one of the materials.
bending moments and shear forces by trial and error
To explore new areas of interest the group included a
methods as per IS 456-2000. The help is taken by
dome roof, a front glass wall, and a large span lobby
software available in institute and the computations
in the design. The team compared several different
of loads, moments and shear forces and obtained
structural strategies and materials to review their
from this software.
implications on the economics, performance, and
constructability of the structure.
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In every aspect of human civilization we
powerful. Analysis and design engines with advanced
needed structures to live in or to get what we need.
finite element and dynamic analysis capabilities.
But it is not only building structures but to build
From model generation, analysis and design to
efficient structures so that it can fulfil the main
visualization and result verification, STAAD Pro is
purpose for what it was made for. Here comes the
the professional’s choice for steel, concrete, timber,
role of civil engineering and more precisely the role
aluminium and cold-formed steel design of low and
of analysis of structure. The design consists of
high-rise buildings, culverts, petrochemical plants,
C+G+5 residential and commercial building. The
tunnels, bridges, piles and much more. To perform an
building is designed for the six residential flats.
accurate
Residential flat consists of one 3BHK and three
determine such information as structural loads,
2BHK. The floor to floor distance is 3m. There are
geometry,
many classical methods to solve design problem, and
properties. The results of such an analysis typically
with time new software’s also coming into play. Here
include support reactions, stresses and displacements.
in this project work based on software named
This information is then compared to criteria that
“STAAD. Pro” has been used. Few standard
indicate the conditions of failure. Advanced structural
problems also have been solved to show how
analysis may examine dynamic response, stability
“STAAD. Pro” can be used in different cases. These
and non-linear behaviour. Few standard problems
typical problems have been solved using basic
also have been solved to show how “STAAD Pro”
concept of loading, analysis, condition as per IS code.
can be used in different cases. These typical problems
These basic techniques may be found useful for
have been solved using basic concept of loading,
further analysis of problems. STAAD Pro features a
analysis, condition as per IS code.
analysis
a
support
structural
conditions,
engineer
and
must
materials
state-of the-art user interface, visualization tools,
3. METHODLOGY
From
model
generation,
ural engineering besides knowledge of practical
analysis and design to visualization and result
aspects, such as relevant design codes and bye-laws,
verification, STAAD Pro is the professional’s choice
backed up by sample experience, institution and
for steel, concrete, timber, aluminium and cold –
judgment.
formed steel design of low and high-rise buildings,
4. PROCEDURE
culverts, petrochemical plants, tunnels, bridges, piles
Step - 1: Creation of nodal points. Based on the
and much more.
column positioning of plan we entered the node
Structural design is an art and
science of designing, with economy and elegance, a
safe, serviceable, and a durable structure. The entire
process of structural plaNning and design requires
not only imagination and conceptual thinking but also
Sound knowledge of science of struct
points into the STAAD file
Step - 2: Representation of beams and columns. By
using add beam command we had drawn the beams
and columns between the corresponding node points.
Step - 3: 3D view of structure.
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Here we have used the Transitional repeat command
Step - 8: Assigning of dead loads. Dead loads are
in Y direction to get the 3D view of structure.
calculated as per IS 875 PART 1 for external walls,
Step - 4: Supports and property assigning. After the
internal walls, parapet wall including self-weight of
creation of structure the supports at the base of
structure.
structure are specified as fixed. Also the Materials
Step - 9: Assigning of live loads. Live loads are
were specified and cross section of beams and
assigned for every floor as 3KN/m2 based on IS 875
columns members was assigned.
PART 2.
Step - 5: 3D rendering view. After assigning the
Step - 10: Adding of load combinations. After
property the 3d rendering view of the structure can be
assigning all the loads, the load combinations are
shown
given with suitable factor of safety as per IS 875
Step - 6: Assigning of seismic loads. In order to
PART 5.
assign Seismic loads firstly we have defined the
Step - 11: Analysis. After the completion of all the
seismic loads according to the code IS1893:2002
above steps we have performed the analysis and
with proper floor weights. Loads are added in load
checked for errors.
case details in +X,-X, +Z,-Z directions with specified
Step - 12: Design. Finally concrete design is
seismic factor.
performed as per IS 456: 2000 by defining suitable
design
commands
for
different
structural
Step - 7: Assigning of wind loads. Wind loads are
components. After the assigning of commands again
defined as per IS 875 PART 3 based on intensity
we performed analysis for any errors.
calculated and exposure factor. Then loads are added
in load case details in +X,-X, +Z,-Z directions.
5. CALCULATION
Table 1-Footing Size
Length
4.500
M
Governing Load
#3
Width
4.500
M
Governing Load
#3
1.500
M
Governing Load
#3
20.250
m2
Governing load
#3
Depth
Area (A2) =
Design of load combinations:
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International Journal of Pure and Applied Mathematics

Live load

Wind load

(Dead load + liv e load)*1

(Dead load + wind load (X, Z))*1

(Dead load + live load + wind load (X+, X-
Special Issue

(Dead load + live load + wind load (X,
Z))*0.85
Z+, Z-))*1.5
6. RESULT
As our project deals with the most economical
and max: 6% as per code. Economizing the column
column method in this project we have design the
by means of column orientation is longer span longer
structure in an economical way by reducing the sizes
direction will reduce the amount of bending as a
in the sections. As the load is more at the bottom
result the area of steel is also reduced. If the height of
when compared to the top floors, there is no need of
the structure is increased, the stiffness phenomenon
providing large sizes at the top. Economizing the
(slenderness effect) i.e. long column effect will come
column by means of area of steel as per code, the min
in to the picture. As a result the amount of deflections
percentage of steel is 0.8%gross cross sectional area
are far greater than the codal provisions (Is - 456).
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Fig. 1 Pre-Analysis model, Typical load case, Typical BM and Post Analysis Results.
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Special Issue
7. CONCLUSION
usually comes from several studies made by town
The present project deals with the analysis and design
planners, investors, users, architects and other
of a multi storied residential building of (g+10) by
engineers .on that, and a structural engineer has the
using most economical column method. The dead
main influence on the overall structural design and an
load &live loads are applied and the design for
architect is involved in aesthetic details. For the
beams, columns, footing is obtained. E-tabs with its
design of the structure, the dead load, live load,
new
and
seismic and wind load are considered. The analysis
compotators with its data sharing. Our main aim is to
and design for the structure done by using a software
complete a multi-storey building is to ensure that the
package
structure is safe and economical against all possible
construction, we have adopted limit state method of
loading conditions and to fulfill the function for
analysis and design the structure. The design is in
which they have built. Safety requirements must be
confirmation with is 456-2000.the analysis of frames
so that the structure is able to serve it purpose with
worked out by using etabs.
features
surpassed
its
predecessors
etabs.in
this
project
multi-storeyed
the maintain cost. Detailed planning of the structure
and irregular plan configuration. International Journal
8. REFERENCE
of Research Sciences and Advanced Engineering
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kumar
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