outline

Upload: deep-debnath

Post on 10-Oct-2015

5 views

Category:

Documents


0 download

DESCRIPTION

dwe

TRANSCRIPT

  • 5/20/2018 Outline

    1/3

    CEL718/DRS

    Course Type

    Course CredSlot: D (10-Web: http://

    COURSThis couin learnistructursteel strstrengthprovisioof colu

    COURS1. Statist2. Inelas

    ca4. Plasti

    pl5. Frame

    or6. Braci7. Torsio

    w8. Plate

    9. Appli

    mm

    PRE-RE

    Basic fund

    HOMEHomewThese asbefore tintimati

    TERM PYou arestructurbe decidsteel strdescribifollowinpresenta

    /Semester-II

    DEIN

    CE

    : Core(PG)

    its: 3 (2-1-0)1 AM), T-Wweb.iitd.ac.in

    OBJECrse is recong the desil steel com

    uctures. Thand stabili

    ns. The couns, thin we

    OUTLIical bases oftic Analysis:pacity of beDesign: Plastic designinstability:

    der effects ag Design: Bn Analysisarping cons

    irders: Ten

    cation of pla

    echanism, Aethods

    UISITE

    amental ktructural a

    esign of st

    ORKS/ork assignmsignmentse due daten.

    ROJECT required ts. These pred as the coucture or itg the resea

    g: (a) A neation of your

    2012-13

    ARTDIAN I

    HA

    718:

    -F~drsahoo/cel

    IVEmended forn of steel stonents and course isty and itsse will alsos of plate gi

    Edesign and

    Stepwise inms, momete instabilitiand review

    eview of bnd interactiacing designd Design:ant, Combision-field ac

    stic analysis

    pplication t

    S

    owledge atalysis

    el structure

    UIZents will be

    ill not be g. Regular q

    o submit teject assignurse progres constructich topic anly-typed rework.

    ENNSTIT

    UZ KHA

    Desig

    718.html

    postgraduaructures. Thto gain anstructured tpplication

    cover advanrders, braci

    design philocremental mt frames anes and sectioof design ofam-columnn factors offor beamsniform tor

    ed bendingtion, Design

    in earthqua

    moment a

    undergrad

    provided reraded. Hoizzes will

    rm projectsents will beses. It canon. The prits relationort of 10-15

    OFTE O

    , NEW

    n of

    te studentse objectiveseducationalo introduceto design fced design tg against L

    sophies: ASethods for striangulaten classificatsimple axials, sway andIS 800 provigainst LTB,ion: shear cand torsionof web and

    ke-resistant

    d braced fr

    uate level

    gularly to hever, it is se conducte

    during theresearch-ore a literatu

    ject topichip with thpages of te

    IVILTEC

    ELHI-11

    teel

    of Civil engiof this are tand comprinelastic ar cases of

    opics such aB and fram

    , PD and Ludying behd frames byon, Sectionsand flexuranon-sway frsionscolumns annter for clo

    stiffeners

    design: Desi

    mes, Role i

    n followin

    lp you undrongly advid througho

    course reliented as wee research sill be firstcourse. The

    t, figures, t

    NGINOLO

    016

    truct

    Instructor:

    Office: RooEmail: drs Phone: (+9

    neering proo learn thehensive exalysis of stextreme los torsion, flinstability.

    Dviour of steplastic analand membemembers aames, Direc

    d frame buced sections,

    gn for favou

    performan

    g subjects i

    erstand thesed to solve

    t the seme

    ted to behll as design-udy, or a fiapprovedproject deli

    bles, etc. an

    EEY DE

    res

    Dr. Dipti R

    m No. 220;[email protected])-11-2659-1

    ram who aehaviour aerience in teel structurding, andxural-torsio

    el structuressisr requiremes per IS 800:analysis for

    klingNon-unifor

    rable collap

    e-based des

    s necessary

    course matethem and s

    ster with/

    viour andoriented. Thld study ofased on yoverables wild (b) About

    Page 1

    INGHI

    njan Sahoo

    lock-Vd.ac.in03 (O)

    e interestedd design oe design os, issues oelated codenal buckling

    , Ultimate

    nts for007second

    torsion:

    e

    ign

    :

    rial covered.ubmit on oithout prio

    design steee topics wila significanur proposal include the10 min. PPT

  • 5/20/2018 Outline

    2/3

    CEL718/DRS/Semester-II/2012-13 Page 2

    REFERENCES

    (a) Codes

    IS: 800-2007 General Constructions in Steel-Code of Practice, Bureau of Indian Standards, New Delhi.

    IS:808-1989 & SP:6 (1)-1964: Handbook for structural steel sections. Bureau of Indian Standards, NewDelhi.

    SP:6 (6)-1972: Handbook for structural engineers-Application of plastic theory in design of steel structures,Bureau of Indian Standards, New Delhi.

    AISC Manual of Steel Construction, LRFD, Second Edition (Vol. 1 and Vol. 2), American Institute for

    Steel Construction, 1998(b) General Steel Design

    McCormac, J.C. (1995). Structural Steel Design: LRFD Method, Harper Collins Publishers.

    Salmon, C.G. and Johnson, J.E. (1996). Steel Structures: Design and Behaviour, Prentice Hall.

    Engelkirk, R. (1995). Steel Structures, Prentice Hall.

    Trahair, N.S. et al. (2008). Behaviour and Design of Steel Structures to EC3, Taylor and Frances.

    Galambos, T.V. and Surovek, A.E. (2005). Structural Stability of Steel, Wiley

    Segui, W.T. (2007). Design of Steel Structures, Cengage Learning.

    Bruneau, M., Uang, C.M. and Sabeli, R. (2011), Ductile Design of Steel Structures, Second Edition,McGraw Hill Companies, Inc.

    Chen and Sohal, Plastic Design and Second-Order Analysis of Steel Frames, , Springer-Verlag.

    Horne and Morris, Plastic Design of Low-Rise Frames, MIT Press

    Various classic books on plastic analysis and design by Beedle, Disque, Neal, Hodge, Massonet andSave, etc. (available in the IIT Delhi library)

    (c) Books based on IS 800: 2007

    Subramanian, N. (2008). Design of Steel Structures, Oxford University Press.

    Bhavikatti, S. S. (2010). Design of Steel Structures (by Limit State Method as Per IS: 8002007), SecondEdition, IK International Publishing, New Delhi.

    (d) Web-based materials IITM-INSDAG Lecture notes and slides available at http://www.insdag.org

    ATTENDANCE

    It is extremely necessary for all students to attend every class session. However, to qualify for a passgrade, you must have a minimum of 75% attendance. Please take note of the fact that excessive

    absenteeism will surely reflect on your performance and affect your course grade negatively. Further, itthe case will be reported to Academic section of the institute with recommendation of withdrawals ofscholarship and/or termination from program as applicable.

    GRADING POLICY

    The course grade will be based on:

    05%-Attendance

    10% Quiz

    15% Term Projects

    40% Minor exams (20% each)

    30% Major exam

    ACADEMIC FRAUD POLICY

    Students caught in violating Institute rules on academic dishonesty (such as, violating the Honour Codein exams and quizzes, indulging in proxy attendances, etc.), will subject to disciplinary action as perinstitute rule. Penalties include the possibility of failure in the course and/or dismissal from the Institute.Further, the student caught in academic dishonesty will get F-Grade irrespective of his/her performance.

    Good Luck !!!

  • 5/20/2018 Outline

    3/3