PLANNING, DESIGING AND ESTIMATION OF
AUDITORIUM
                  A PROJECT REPORT
                        Submitted by
      KATHIR S                          811417103012
      MANISHA S                         811417103013
      SWATHI P                          811417103301
       In partial fulfillment for the award of the degree
                              of
          BACHELOR OF ENGINEERING
                             IN
                  CIVIL ENGINEERING
JAYARAM COLLEGE OF ENGINEERING AND TECHNOLOGY
               TIRUCHIRAPALLI – 620014
     ANNA UNIVERSITY : CHENNAI – 600025
                      MARCH – 2020
                               i
         ANNA UNIVERSITY : CHENNAI – 600025
                       BONAFIDE CERTIFICATE
     Certified that this project report “ PLANNING, DESIGING AND
ESTIMATION OF AUDITORIUM ” is the Bonafide work of “ KATHIR S
(811417103012)    ,      MANISHA       S     (811417103013)   ,    SWATHI      P
(811417103301)”       who carried out the Project work under my supervision.
SIGNATURE                                          SIGNATURE
Ms.G.KIRUTHIGA M.E.,                               Mrs.M.GAYATHRI M.E.,
HEAD OF THE DEPARTMENT                             SUPERVISOR
                                                   ASST. PROFESSOR
CIVIL ENGINEERING                                  CIVIL ENGINEERING
JAYARAM COLLEGE OF                                 JAYARAM COLLEGE OF
ENGINEERING AND                                    ENGINEERING AND
TECHNOLOGY                                         TECHNOLOGY
TRICHY - 621014                                    TRICHY - 621014
EXAMINATION HELD ON : ……………..
INTERNAL EXAMINER                                   EXTERNAL EXAMINER
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                         ACKNOWLEDGEMENT
      The success of the project work depends upon teamwork and co-operation of
many people. We work like to take this opportunity to express our gratitude to the
people who supported and guidance made this project a successful one.
      First of all, we take this ammines pleasure in thanking our respected
chairman Er.M.SUBRAMANIAM, M.E., for providing us this golden
opportunity.
      We would like to express my sincere thanks to our principal
Dr.K.R.THANGADURAI, M.TECH., Ph.D., of Jayaram college of
Engineering & Technology, for his encouragement and blessings.
      We gratefully thank our Head of the Department       Ms.G.KIRUTHIGA,
M.E., for providing us the opportunity and encouragement to do this project.
       We take an extensive privilege in expressing the sense of gratitude and
heartfelt thanks to our project guide Mrs.M.GAYATHRI, M.E., for giving
valuable ideas and guiding us to do the good work at the right time.
        Also we would like to convey our special thanks to the faculty members of
Civil Engineering Department for their help in the project work.
       Above all, we express our deep gratitude to the Almight who guide and
helps us in all works.
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                              ABSTRACT
      This Project work deals with Planning, designing and estimation of
a proposed Auditorium for Jayaram college of engineering and
technology. The Planning of the Auditorium is done for the total
accommodation of 1000 persons with an additional stage capacity to
hold 25 persons. All the plans are drawn by using the Auto CADD 2009.
The Auditorium is planned as per the guidelines given in the National
Building Code (NBC). The Auditorium is designed as a framed
structure. IS 456:2000 is followed for manual design of isolated footing,
Column, Plinth Beam, Septic Tank and Slab. Also IS 800:2007 is
followed for the design of Steel Roof Truss and for its components. The
grade of used concrete for the RCC members is M20 and Reinforcing
steel used is High Yield Strength Deformed (HYSD) bars of grade
Fe415. IS 875 Part I, II, III, IV and IS 1893 Part I are used to calculate
Live Load, Dead Load, Wind Load, Load Combination and Seismic
Load respectively. The Planning, Designing and Construction of the
building is with well-spaced seating arrangement and ventilation. The
structure is designed to withstand Earthquake motions.
KEY WORDS: Auditorium, Auto-CAD, National building, Framed structure,
Seismic load, Well spaced, Earth quake motion.
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                TABLE OF CONTENTS
CHAPTER NO.                TITLES                  PAGE NO.
                    ACKNOWLEDGEMENT                     iii
                    ABSTRACT                            iv
                    TABLE OF CONTENTS                   v
                    LIST OF FIGURE                      vi
                    LIST OF SYMBOLS                     vii
    1               INTRODUCTION                        1
                     1.1 General                        1
                     1.2 Objective                      3
                     1.3   Scope of Project             4
                     1.4   Code books used              4
                     1.5   Load and Combination         5
                     1.6   Design Theory                6
     2              LITERATURE REVIEW                   8
     3              METHODOLOGY                         11
     4              SPECIFICATIONS                      12
                      4.1 Site Selection                12
                      4.2 Rcc works                     13
     5        DESIGN OF R.C ELEMENTS
                     5.1 Designing methods              14
                     5.2 Designing of Slab              15
                     5.3 Designing of Bea               21
                     5.4 Designing of Column            28
                     5.5 Designing of Foundation        32
6   ESTIMATION       39
7   CONCLUSION       52
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              LIST OF FIGURES
CHAPTER NO.         TITLES                PAGE NO.
   5.1          Designing methods           14
   5.2          Designing of Slab           15
   5.3          Designing of Beam           21
   5.4          Designing of Column         28
   5.5          Designing of Foundation     32
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                             LIST OF SYMBOLS
The following symbols carrying the meanings noted against them are used in this
project.
    A                            Area
    Ac                           Area of Concrete
    Ag                           Area of section
    Asc                          Area of steel in Compression
    Ast                          Area of steel in tension
    B                            Breadth of beam
    D                            Overall Depth
    d                            Effective depth
    d’                           Effective cover
    fck                          Characteristic compressive strength of concrete
        y                        Characteristic yield strength of steel
    DL                           Dead Load
    Wu                           Factored Load
    LL                           Live Load
        τ                        Shear stress in concrete
        bf                       Breadth of flange
        pf                       Thickness of flange
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b       Width of web
Lx       Shorter span
Ly      Longer span
τcmax   Maximum shear stress in concrete with shear
        Reinforcement
Ld      Development length
τbd     Design bond stress
e       Eccentricity
R       Rise
T       Tread
τv      Nominal shear
φ       Diameter
t       Thickness of waist slab or sloped slab
w       Dead load of slab
w1      Dead load of span on horizontal span
w2      Dead load of step/m length
I       Moment of inertia
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