www.ijifr.
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International Journal of Informative & Futuristic Research ISSN: 2347-1697
Design Of College Auditorium For PES
College Of Engineering, Phaltan
Civil
Paper ID IJIFR/V4/ E7/ 073 Page No. 6851-6858 Subject Area
Engineering
Auditorium, Architectural Design, Structural Design, Auto-Cad, ETABs,
Key Words
STAAD.Pro
Assistant Professor,
1st D. S. Bhoite Department of Civil Engineering,
College of Engineering, Phaltan-Maharashtra
2nd Saste Tanuja D.
3rd Dalvi Vaibhav B.
B. Tech. Students,
4th Khurange Vaibhav D. Department of Civil Engineering,
College of Engineering, Phaltan-Maharashtra
5th Pawar Akshay R.
6th Desai Shubham M.
Abstract
This work represents the design of college auditorium for the students of college of
engineering, Phaltan. Which is situated in dist- Satara, state Maharashtra. In this
project, we are designing the 2500 person’s capacity Auditorium. Now a day the
every college is trying to not only educating the students but giving them an
opportunity to show their talent in arts and hidden skills by organizing "youth
festivals" and the extra-curricular activities. Auditorium can be used for all types
of formal assembly, lectures, seminars, functions, award ceremony, cultural
activities like dramatic plays, singing and dancing. This project deals with
planning and designing of auditorium using Auto-CAD and Autodesk-Revit. Also
analysis and design R.C.C. and steel structure by using ETAB and STAAD-Pro. The
interest in the acoustics of this type of auditoriums has been increased recently so
it is essential that echo effect should be minimum. Here we have studied the
materials used for design of auditorium & minimization of Echo effect inside the
Auditorium spaces.
I. INTRODUCTION
Auditorium is one of the most important spaces in universities around the world. As a desire
to improve listening conditions the auditorium is the central and most important space in
This work is published under Attribution-NonCommercial-ShareAlike 4.0 International License 6851
Copyright©IJIFR 2017
ISSN: 2347-1697
International Journal of Informative & Futuristic Research (IJIFR)
Volume - 4, Issue -7, March 2017
Continuous 43rd Edition, Page No: 6837-6850
any college building. An auditorium is the room built to enable an audience to hear and
watch performances at venues such as theater, the number of auditorium is expressed as the
no of screens. The term is taken from Latin (from Auditorium, from Auditorius (“Pertaining
to Hearing”) the concept is taken from Greek auditorium. Which has a series of the circular
seating shelves in the theater divided by broad ‘belts’ called diazomata, with even rows of
seats between each. Auditorium can be found in entertainment venues, community hall,
presentations, and Performing arts productions or as a learning space. The auditorium will
provide many students their first introduction to perform arts both as audiences and as
performer. This could finally help in improving the quality of listening and visual
experiences of students. Following software are used for completion of the project.
Auto-CAD(2016) : AutoCAD is a commercial computer aided design (CAD) and drafting
software application and it is developed and marketed by autodesk, all over the globe
AutoCAD was first released in 1982 as a desktop and running on microcomputers with
internal graphics controllers and it is Prior to the introduction of AutoCAD, most
commercial CAD programs ran on mainframe computers. AutoCAD is used across a wide
range of industries by, architects, project managers and engineers.
Autodesk Revit (2015) : Autodesk Revit is building information modeling software for
architects, structural engineers, MEP engineers, designers, and contractor developed by
autodesk. It allows user to design a building and its structures and its components in 3D,
annotate the model with 2D drafting elements, dimensions and access building information
from the building model database.
STAAD. Pro (V8i) : “STAAD.Pro” is a structural analysis and design computer program
originally developed and marketed by research engineers international in 1997. In late
2005, research engineer’s international was brought by Bentley Systems. The commercial
version, STAAD.Pro is most widely used structural analysis and design software used all
over the world. It supports several steel concrete and timber design codes.
ETAB: ETAB is an engineering software product that provides multi-story building
analysis and design. Modeling tools and template, code-based load prescription, analysis
method and solution techniques, all coordinate with the grid like geometry unique to its
class of structure. Basic or advanced systems under static or dynamic condition may be
evaluated using ETAB.The project work is completed as per following three phases and by
using above software the following phases are completed.
Phase I : Architectural Design of Auditorium.
Phase II : Design of Steel Structure (Truss).
Phase III : Design of R.C.C. Structures (Beam, Column, Footing).
II. DETAILED DESCRIPTION OF PHASE I
The architectural design of an auditorium is done by using software named Auto-CAD. The
various spaces in the auditorium are first calculated by referring various architectural
standards. Then these architectural standards used for design spaces as follows
D. S. Bhoite, Saste Tanuja D., Dalvi Vaibhav B., Khurange Vaibhav
D, Pawar Akshay R., Desai Shubham M.:: Design Of College 6852
Auditorium For PES College Of Engineering, Phaltan
ISSN: 2347-1697
International Journal of Informative & Futuristic Research (IJIFR)
Volume - 4, Issue -7, March 2017
Continuous 43rd Edition, Page No: 6837-6850
Table 1: Area & Capacity of Audirorium
Component P.E.S. College Of Engineering, phaltan.
Area of Auditorium (Built-up) 2154.53m^2
Capacity 2174
Table 2: Compomnents of Building
Quantity
Sizes as per
Components of building Standard sizes provided as
design
per design
1. Entrance:
Main entrance 3m 3m 1
Other entrance 1m 1m 5
2. Hall:
Stage 7 m radius 10 radius 1
Height of screen equal to
Screen size distance between first 10 m x 6 m 1
row of chair and stage.
Chairs - 0.45 m x 0.45 m 2174 Nos
3. Steps
Trade 0.9 m & 0.3m 0.9 m & 0.3m 22
Riser 0.15 m 0.15 23
Distance between stage 6m 6m 1
and first row
Distance between two 0.9 m. 0.9 m. 5
chairs for circulation
4. Backstage component
Changing room - 9 m x 3.35 2
m. (Each)
toilets
w.c. (Gents) 0.9m x 1.2m. (1 for 200) 0.9m x 1.2m. (1 For mens :- 6
for 200)
(Ladies) 0.9m x 1.2m. (1 for 100) 0.9m x 1.2m. (1 For womens :-
for 100) 11
D. S. Bhoite, Saste Tanuja D., Dalvi Vaibhav B., Khurange Vaibhav
D, Pawar Akshay R., Desai Shubham M.:: Design Of College 6853
Auditorium For PES College Of Engineering, Phaltan
ISSN: 2347-1697
International Journal of Informative & Futuristic Research (IJIFR)
Volume - 4, Issue -7, March 2017
Continuous 43rd Edition, Page No: 6837-6850
Figure 1: Plan of Auditorium
Figure 2: Plan of Toilets Provided
Figure 3: Plan of Dressing Room
D. S. Bhoite, Saste Tanuja D., Dalvi Vaibhav B., Khurange Vaibhav
D, Pawar Akshay R., Desai Shubham M.:: Design Of College 6854
Auditorium For PES College Of Engineering, Phaltan
ISSN: 2347-1697
International Journal of Informative & Futuristic Research (IJIFR)
Volume - 4, Issue -7, March 2017
Continuous 43rd Edition, Page No: 6837-6850
Figure 4: Front Elevation
Figure 5: Section of Building
III. PHASE II: DESIGN OF STEEL STRUCTURE (TRUSS)
The analysis and design of the truss is done using STAAD.pro V8i and also by using
mathematical method manually, after design we get same results for both methods as it is
not a FEM Software which are as follows:
Figure 6: Howe Truss
Sectional Properties:
1) Length of Truss = 45m.
2) Tie member = ISHB 350 mm.
D. S. Bhoite, Saste Tanuja D., Dalvi Vaibhav B., Khurange Vaibhav
D, Pawar Akshay R., Desai Shubham M.:: Design Of College 6855
Auditorium For PES College Of Engineering, Phaltan
ISSN: 2347-1697
International Journal of Informative & Futuristic Research (IJIFR)
Volume - 4, Issue -7, March 2017
Continuous 43rd Edition, Page No: 6837-6850
3) Principle Rafter = ISA 200X200X25 mm (SD short leg back to back double angle).
4) Strut = ISA 90X90X6 mm (SD short leg back to back double angle).
5) Sling = ISA 100X100X8 mm (SD short leg back to back double angle)
6) Purlin = ISMC 75 mm (FR)
IV. Phase III : DESIGN OF R.C.C. STRUCTURES (BEAM, COLUMN,
SHEARWALL ):
The analysis and design of concrete frame (column, beam, Shearwall ) is done by using
software named as ETAB 2015 and Footing, Staircase design is done by mathematical
method manually after design we get results as follows
Figure 6: Columns design
Table 3: Columns description
COL NO. P.C.C FOOTING THK REINF COLLUMN STIRRUPS
L B L B NO. BAR SIZE REINF
C12,C4,C5,C6,C7,C8,C3,C10, 1.9M 1.9M 1.6M 1.6M 250MM L 6 10MM 800MM 21 ø 8MM ø
C11,C9,C13,C14,C15,C16,C17, B 6 10MM 25MM 60MM C/C
C18,C2
C41,C31,C32,C33,C34,C35,C58, 1.3M 1.3M 1M 1M 250MM L 6 8MM 600MM 13 ø 8MM ø
C57,C61,C52,C60,C36,C37,C38, B 6 8MM 20MM 100MM
C39,C40,C42,C19,C20,C21,C22, C/C
C23,C24,C48,C49
D. S. Bhoite, Saste Tanuja D., Dalvi Vaibhav B., Khurange Vaibhav
D, Pawar Akshay R., Desai Shubham M.:: Design Of College 6856
Auditorium For PES College Of Engineering, Phaltan
ISSN: 2347-1697
International Journal of Informative & Futuristic Research (IJIFR)
Volume - 4, Issue -7, March 2017
Continuous 43rd Edition, Page No: 6837-6850
Table 4: Design of beam & Slabs
BEAM NO. TOP EXTRA TOP BOTTOM STIRRUPS
REMARK
REINF REIN REINF (AT
SIZE
SUPPORT),
REMAININ
G
CONT. DISCON FULL CUT
END T. END L/2
L/4 L/4
PLINTH LEVEL BEAMS
B69,B65,B17,B18,B49 2 ø 20 1 ø 12 1 ø 20 1 ø 12 8 ø @ 100MM
300X100
,B53,B14,B54,B55,B13,B19, 1 ø 10 1 ø 10 1 ø 16 C/C,
B21,B22,B23,B24,B20,B61, 200MM C/C
B60,B56,B58,B59,B57,B7,B
11,B1,B9,B8,B12,B6
B16,B79,B68,B69,B70,B71, 2 ø 12 1 ø 20 1 ø 25 2 ø 12 1 ø 10 8 ø @ 80MM
B72,B44,B45,B46,B4B7,B3 1 ø 16 1 ø 16 1 ø 16 C/C, 120MM
230X530
6,B37,B38,B39 C/C
,B40,B66,B67,B73,B74,B75,
B76,B78
ROOF LEVEL BEAMS
B6,B12,B8,B9,B1,B11,B7,B 2 ø 16 2 ø 20 2 ø 16 8 ø @ 100MM
230X800
57,B59,B58,B56,B60, 1 ø 10 1 ø 10 C/C,
B61,B20,B24,B23,B22, 200 MMC/C
B21,B19,B13,B55,B54,B14,
B53,B49,B18,B17,B65, B64
B4,B5,B68,B69,B70,B71, 2 ø 16 2 ø 16 8 ø @ 200MM
230X600
72,B44,B45,B46,B47, C/C
B48,B78,B77,B76,B75,
B74,B73,B67,B66,B40,
B39,B38,B37,B36
B27,B28,B2,B62,B63,B3, 2 ø 16 2 ø 16 8 ø @ 100MM
230X53
B35,B34 C/C
0
B29,B30,B15,B81,B32, B33 2 ø 12 2 ø 16 2 ø 16 2 ø 16 1 ø 16 8 ø @ 100MM
250X53
C/C,
0
200MM C/C
B80 2 ø 10 2 ø 12 2 ø 12 2 ø 16 2 ø 10
250X230
1 ø 16 1 ø 16
*NOTE:- Provide 10mm ø bars @ 100mm c/c both ways for all slabs.
D. S. Bhoite, Saste Tanuja D., Dalvi Vaibhav B., Khurange Vaibhav
D, Pawar Akshay R., Desai Shubham M.:: Design Of College 6857
Auditorium For PES College Of Engineering, Phaltan
ISSN: 2347-1697
International Journal of Informative & Futuristic Research (IJIFR)
Volume - 4, Issue -7, March 2017
Continuous 43rd Edition, Page No: 6837-6850
Table 5: Design of staircase
TYPE DEPTH ALONG SPAN ACROSS REMARK
SPAN
ST1/ST2 150 MM 10MM ø 8MM ø
150MM C/C 220MM C/C
*NOTE:- Provide 10mm ø bars @ 100mm c/c both ways for all slabs.
V. CONCLUSIONS
This project deals with the analysis and design of auditorium of Phaltan Education Society’s
College of Engineering, Phaltan. Using modern software, result obtained from the software
is compared with manual design, Also acoustics by providing porous materials, gypsum
Boards, like materials. We have divided project into two phases.
1. Architecture design: The success of CAD is not automatic. A lot of study, training,
and perseverance are made to make the system work successfully by the developers of
CAD. We have done architectural design of the auditorium using softwares named
autodesk-Autocad, Autodesk-Revit. We successfully did detailed drawings using
Autocad 2015 in which drawings were based on various architectural standards. By
using Autodesk-Revit we get 3D rendered view of our structure also 3D view of our
R.C.C Frame. Revit opens the wide range of 3D elements by providing self library.
2. Structural design: by the use of the software STAAD.Pro and ETABS we have done
the analysis and design of our college auditorium. First we start with the design of steel
truss that we had use for roof, as our span is more. We get the sections which are going
to be used during the construction of the auditorium. ETAB analyses the sections
provided by us the sizes to be provided of our structures and reinforcement
provided.The hogging moments calculated using analytical method of considered beam,
mostly matches with those calculated by ETABS software, so we use analytical method
for design of R.C.C frame of auditorium. We conclude that our requirement of
auditorium for College of Engineering, Phaltan is fulfilled.
VI. REFERENCES
[1] A.R. Phillip Johnson, Cyril Harris.”TATA Auditorium”, Jun2011.
[2] Ahmed Ali Elkhateeb,”Acoustic Design of Lecture Auditorium”, Jun 2012.
[3] Doris C.C.K. Kowaltowski”Design Evaluation and Strategies the case of University
Auditoriums,”, jun 2000.
[4] IS 456:2000, IS800:2007, IS 875:2000, IS 1893:2002, Steel Table.
[5] “Limit State Theory and Design Of Reinforced Concrete “–DR. V.L.Shaha & Karve.
[6] “Building planning and design”- Dr. Shaha & Kale.
TO CITE THIS PAPER
Bhoite, D. S., Tanuja, D.S., Vaibhav, B.D., Vaibhav, D.K., Akshay R.P., Shubham, M.D.
(2017): “Design Of College Auditorium For PES College Of Engineering, Phaltan”
International Journal of Informative & Futuristic Research (ISSN: 2347-1697), Vol. 4
No. (7), March 2017, pp. 6851-6858, Paper ID: IJIFR/V4/E7/073.
D. S. Bhoite, Saste Tanuja D., Dalvi Vaibhav B., Khurange Vaibhav
D, Pawar Akshay R., Desai Shubham M.:: Design Of College 6858
Auditorium For PES College Of Engineering, Phaltan
