Dec 2007- I ndian Institute Of Architects Part 2 examination question papers 2005-2009

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    .Code No.203

    RE-IITime: 3 Hour 10.)0 a m. ro J -'0 pm)Maximum Marks: 100.

    Date: 191 h December 2007Day: Wednesday-------------.. ------[nstrucuons to Candidates

    Attempt Five questions in all.Attempt wo questions from Part I and One question each from Part II,rrI and IV.All questions carry equal marks.Illustrate your answers with neat sketches.All answers are to be written in English Language only.This question paper c on ta in s n in e questions an d is o f tw o pages.----.---.------------P R IAttempt Any TWO questionsQ.1 Highlight with ske ehes the salient features of Mugbal ArchItecture with reference

    to the design and e elution of elements like domes, minarets, arches.jails, etc.Q.2. Describe the architecture and town planning ofFatehpur Sikri.Q.3. Write short notes on an two of the following:

    a) C harm in arb) Water inMughal Gardensc) Similarities between Humayun's Tomb and Taj Mahal

    PAR nAttempt Any 0 E quest ionQ 4 The Industrial Revoluuon revolutionized the science and technology of architecture

    and construction. Justif the statementQ 5 Discuss with relevant examples and sketches, the advantages and disadvantages of

    steel and glass over concrete and bricks in the con truction of high-rise buildings.

    P.T.

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    Code NO.204

    Time: 3 Hours (10.3 a.m. to I~JOp.m.]\t. imum Mnrlu: to .

    BlIJLf)J.Date: 2 1 1 0 December 2007o Thursday

    4 .1 nglish LnilgUl1ge Duly.6.

    Q.l Explain A NY FOUR from the follow ing. (5x4=20)a Purpo 'e of Traps in samtation.b. C larifier in the v ater purification process.c. Types of Wi re s ill electncal circuits re idential premises)d Purpose of D isconnecring cham ber and Inspection chamber.e. D ifferen t L ighting arrangem ents for illuminating in do or s pa ce .

    PAR -1Q 2 Draw a typical Inspection Chamber (i n cross-section and plan with pipes connectcd )~ lon g w ith fin ishes etc. H ow in vert levels are calculated.

    OrExplain th e fu nc tio nin g o f'S ep tic T an k and Soakpit and draw a.rypical section through ita ls o .s ugge st alternatives to oak pits.

    P RT-2Q.3 P repare an Electrical Layout for a san shop adm easuring 7m xl O m..4 .2m ht. suggest typeo f lig htin g a rra ng em en t, fittin gs fix tu res .locations of main DB , switch boards etc.dra \ reflectedceiling plan to explain the same.

    rD iscuss how afe can be achieved i n a n e le ct ri ca l scheme fo r a c omme rc ia l buildingUrr-.,.-4u pp er (su gg est Isp eci fy types of wi res, cabl es . fixtures, fittings etc. methods of wiring)assume suuable data r f necessary

    P RT-3Q. What are various Im purities in raw wa te r ? riXpla in haw each impurities is treated inpun ication plan t, in order to achieve potable w ater

    rExpl

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    0.201 ,

    . RCHIr~c'lTilll\" I~ I lour' (I ,: 0 a m. to.;l 30 p m )1,''\ im u III \.IiI[ ! . . . . ~ { ( ) , Date' 21 ~ & ~~".1 D ec em ber .::!0 07Day, (Fmla & Saturda, ,

    Ins lru{'tion-; fur c mdidales --I. Preliminary esign Concept with the site plan. ba. rc plans, ec Ions etc IS to be

    ~ubmltted at Lh( c ud of the first dav A copy of'thi .cheme (P ) rna, be retainedIn the Exarmnanon Hall f or studen t's reference

    ., .0 major deviation. from th i scheme (P.S.) shall be permitted3 Drawing mu Ibe com plete an d elf explan atory on the gi e n s ca le s-t A ssume. any dara n Ig 1 \ en and rate the same clearly.5 Size. ot th e rooms (\ here number. of'userrocccpanu have been 'I'en) may be\\orked out as per appropnlite applicable norms. . .6. Thi paper coruam two pages,7. F ir t day w ork. and rough w ork to be on butter paper and final drs vines o n d rawi ngsheet ofhaJfimperlnl size .....

    enior me at Jaipur . Non Government rganizauon has decided (0establisb a ernor itizen's Home at.1a jpur The objet ive of the project IS [0 provide suitable accommodation and environmentsf or li vi ng 10 th e financially well o ff s en io r citizens, who l1a"e the capacity to pay but have no one )to look after them lind meet th ei r d a to day needs, A site has been a loned in an are a reservedfor rtuhistoried developmentY ou are required to, prepare th e design for-the sam e keeping in view the need ofthe en ior _citiz....n s While desigrung y u should keep in view th e structure an d se rv ice req uire men ts, an dth e fo llow In..'-

    ""'ITE & D VE P I ~ "DITrOI Sire is 4C }meters \\ Id e and 1" 0 meters deep rectangular plot It is tlat fu r a ll practical purposes

    of onstrucnon, w ith no tree Ihere i: n o o th er p hy sical structure feature e:o. .ist ingat th e site.2 TIle access iu th e su e IS permissible from a 20 metres Wide road abutting the plot on its; on 11-\\ est. ~o meters" 1M bound ry . T he :-.!o rth - :a t and th e South- Ea I oundaries 0 - theplot are abo ling a green nerghb r "d level park Tbe South-West boundar onlle plot isahutnng a rdigH.IU~ bUlldin~Ill' c rnpulsor r HI ha c m inimum SI\) metres set bad of rh buildlllg Ir t III th e boundary onall the si:J~. exceru on he "Idl." or'ihe b Il!'ld rv wall on the rront from \ here access to the silt: :5taken I he n1ll1111nun ..(lI'lPU I~ )1' "(,, bac . on tile f 'i llnl side ..hall I10i be le . ., than Ihe one Ihi dof III' hcrulu In'till' llllldm,- ~)I1t) uc n metres vhich so ever is marc

    ~ la XHI1IlI 11 I ('11~1I"'lbk ~ l~lJII, C r.eraec j.; tU"n~ III', ("nUlpul .. I) I I hi tid j' II 1" ~ \, f th e 'lw~ragt' IP to 'llIr :-.1,ric d b uild in g structure(I Bas ' 1 1 1 1 . :: 1 1 I lI Ic k , IIll' _;':1I'lIf' l \ I' r,!.!!..' : -, pernussible I~jrl,ll mg. < > 1or: ge it id "en ices 11ke air-

    cIilllil Inw n L: l'I~-7 Fhebuildiuu ,IMII 11.1\" t II 1t..1Ii, ..' I: n I;(\nrllcut" lor rli\''ih,".dlv dlaPCoL!cd ;1\.'r$I)I1S and Inc

    ... '1I1VI ''':I1I1~''l''

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    BlHLDIN LS-UTime 4 H urs (10 3fl a m to ~ 30 p m.)

    faxi rnurn Mark. I ~o Da te : 2 )'1 .1 0 ember 2007Day: Sunday- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -InstruclIon to andidalesI Answer an three questions including Question umber I which is compulsory in

    P art-I a nd 811 \ er an~ tw o question from P art-Il., A ll answers to the Q uestions should be written in English Language only:3 T his p ap e contain I page and 7 questions.------------------------------ PART-IQ_l. Write hart note. with sketches on any three of the following

    a) Water cem en t R atio in concreteb) U ses of P lastics in buildingsc) Properne of Mild teeld) Different Flooring materials used in buildingse) Ernul ian Pamts _0

    0.2 Describ about the various ingredients and properties or Cement Concrete. 15QJ. Exp la in w ith sketches different varieties o f GL ass and th ei r v ar io us areas ofapplication in building industry. 15Q 4 Describe the characteristics of Aluminum as an im portant building material 15

    PART IIQ. - Delineate constructional derails of R_C.C double flight stair-case including

    imber handn il on R purdi 50Q (l [1r8\\ Faist' ccilln~ using Aluminum frame an d Thermacol panels for a room

    size om , IO m sho tn~ he en la ru ed detail 01 fill. in g 501 -; Draw A lum inum g.liU .cd dam and rolling hu te r lor an opening siz

    2 '~n1'(J 1m sho tn~ enlarged detai s i.ICIUU: 1 necessary hardv are. 50. . .., . .

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    Time: 3 Hours (I .3 a.m. to l.30 p.m.)In imum Mnrk : 10 .

    200i\londay

    ----------------'lo tructions [0 .a.ndidatJ. All Questions carry equal marks. Attempt TH 'Equ tions from Se-J andTWO from ee-n.

    2. n wer to be brief p ifi vith illu trarion , if an '.J. redit v ill be ien only for indi idual ob ervation and under tandin of the

    uhject,4. An nswers to the question bould be written in E GLISH Language 001 S. Tbi paper contains I page and 1questions.

    o -1 ( A.nswcr aoy thr ) larksQ.l. ' ustainable desigll practices mu t prove that th are more economicalalternative to conventional design" jostify the tatement giYing

    example front variou a peets of d igoing r idential neighbourhood. 2)Q.2. What do you understand by olar pa sive heating and coolin: Explainthe techniques to r duce energyconsumption in the building. 2.0

    . Q.3. Discuss varieus echniqu to be adopted for eo uring day Ii bting andnatural entilation in the design of a hopitaI in warm humid zone of rndia.(2 )

    QA. rite sbort notes on the [oHowing:a) bermaJ Inversion.c) Daylight actor

    b Decibel :la'lingd) ack ffect 4xS)

    -II (Answer any two)Q .. a) Explain four primary functionafroles a plant rnateeial play in sire planningand de ciuvllJent D C an energy efficient buildlns, (1

    b) What are he five principles that hould b consid red in thedevelopment of ft landscape pi Q. (05)

    Q.6. "'A window' thermal perforuranc is largely e tablisbed accordin tt heu e of gl~llZing materials and its propertics".- ecomrncnd suitable glazingmaterial, it iz and angle of pls ement etc: for offie hospitals, choolnnd airport. ro en ore comfortable result, 2 )

    Q .. What do ~'DU under tan b.' Envirenment impacr ass=ssmenr.obje (;\t i uri t chnique II d to carry III assessmeur.

    plain itsl2H

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    C odQ N o. _ _O &

    lr : 3 flours (10.30 a.m, to 1.30 p,m.). Iaxiuurm Mark: tOO.

    Dale: ..6U a December 2007ft, ' : "edoe dR Y

    ltlStruc(iou (0 Candiditl . : ESTIONS fromJ. An mpt an THREE Qu tions from PRT f & any vaP T-IL

    ... Figures 0 right Indieate fult marks. .3. A nsw ers to all questions hould be written in Englr b language onl .4. Ii: ume suitable additional datA if necessary.5. Illustrate your answer witb sketches wherever ~ec.essa~.6. Usc-of IS 456-2000 IS 800 - 1984 & steels tables IS permitted .This paper contains 7 questions and two pages.

    PART IQ.1 Analyse a Fixed Beam AS of span 6.5 M, carrying a UOL of 40 KN 1M

    OVer the entire span and a Point Load of 25 KN at 2.5 M f rom'A. DrawS. F. O. and B. M. D. for the beam. (20)Q.2 a) State the Theorem of Three Moments and explain vanous terms

    in i. (4)b) A continuous beam ABeD is simply supported at B . C . 0 and pornonAS is an overhang. AS =2M, Be = 4.Sm, CD=3M. The portion AB carriesa Point Load of .20KN at A. The portion Be carries a UDL of 30 KN I Mand portion CD carries a Point Load of 50 KN at 1.0 M from C. Analysethe beam using Theorem of Three Moments and draw S. F. O. and8. M. D. (16)

    Q.3 a) Design a ReC beam 30 eM wide and 60 eM deep to resist a Bendingornent of 125 KN - M , using M20 Cone. and HYSD Steel. The e ff ec tiv ecover may "be assumed to be 50 mm. Draw a neat cross section indicatingthe arr~ngement of reinforcement. (10)

    b) Design a Floor Stab havingeffe:ctive Spans of 4.0 ~ x 6."0M, usi~9 M20Cone and HYSD Steel. The loading due 0 floor rnish is 11(N I SQ. M.and he Uve load is 3 K I SQ. M. Draw a neat cross sec JOnalong theShort Span of th e Slab indicating th e ,arrangement of reinfprcement.( 1 0 )

    p ,0

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    EST1l'tATIO COSTING &SPECJFITime: 3 Hours 10.30 .01. to 1. 0 p.m.);\1a:timum Marks: 100.

    Date: 2 0; D c mber ..00Day: . hursda

    THRE questions from Part-I and TWO question

    -----------QI A I Write mode of measurement f r following item:

    a 150 rnm thick Brick Masonryb. 300 mm thick Brick Masonryc. External Plasterd . k irtinge Door Frame( Inspection Chamberss f \ . -C t.eslab 1SO n un th ic kh eel reinforcement

    10 4 marks]

    1 B} Write Bill of uantiti for followin item sa R . slab i l l M20 125 mm thickb, . ingle coat internal plaster in ueeru fin ish in eM I 4c Mosaic tiles JOOmm 'JOOmm

    [06 marks] "

    I Explain Lon~ wall short wall and enter Line Method oftimating with i "mel-it and dement's .". lu. trate wi mall e. ampl

    nu marks]

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    -----. ---- ------I~- -----

    Q2 \\/ork out Ratc , nalysis fur any four item' ~ [ 04 x 5 =201Brick Masonrv 130 mm thre In' II J-u tor Wall size 10m X 10m

    2 p '. in I 4 - 8 fo r Ilooring size .srn X 5m in toO mm (hie 'ness1 Door Frame of Size 11 m X 12 M assume any suuable section" ' C eram ic Tiles in B athroom upto 2 .1 rn height 0 dado for 10m length5 R . . beams In ~ 15 of ection 2 0 x 450 mm for 6m length

    Q3Write hort r te n an Four r " " x 5 = = 2 0 1Rules of Deduction as per I S code for Plastering

    2 Rules of Deduction a per I code for Brick Masonry3 Rules of Deduction as per l. S code for Painting4 Rate analysis and Indent5 piece w ork and Labour rate m ethod of execution

    Q4 Write hort Tote On any our [ 04 x 5 = 201I. Contingenses2. Various methods of Aproximate estimating.. D ,S .R4. Basic principles of economics affecting COst of project5 Cubic content method and built up area method

    Part II pecification5 a] write m aterial specification for any tw o

    Bricks, Cemen Aggregate or Steel(2 0 ma rk s]

    Q5 b 1 W rite Specification for W orkmanship or any tw oa. R,C.C footmgb. Excavation in soft soil up to 1_5 m depthc. Shahabad flooring

    Q6 a 1 Wnte pee: ication for water suppl line for a budding [20 marks]b 1 Write specification for entrance gate of a exhibit ion

    Q7 I rille unportance and purpose of sp crfic au on \-..TllIng and also rev '-IOnof Specrficuuun f 20 ark I

    p.

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    -- -- - ---..-- - --_---- _ . -- _ _ . _-2-

    0.4 a) Design a . rectangular RCC column of unsupported height of 3.6 M. wtthboth ends hinged, to carry a load of 1200 KN. using M20 Cone. and HYSDSteel. Dimension of one side of the column is restrieed to 25CM. (12)

    b) State and explain the methods of Pre-stressing. (8)

    PART II

    0.5 a) A ti,e member in a bracing system consists of two angles 75 mm x 50mm x 8 mm placed back to back on the same side of the gusset plate. Therivets are 18 mm in diameter provided in one row. The angles are tackriveted. Determine the tensile strength of the member. (12)b} What will be the strength of the member if the angles are not tack~e~d? (~c) State the various types of Strtfeners used for Plate Girder and statetheir purpose. (5)

    a.6 a) Design a S anehion to carry an axiallcad af 400KN. The column hasan effective length of 3.6M. Use a single ISMB section. (16)b) State the values of effective lengths and permissible stresses for Singleand Double angle struts in various conditions. (4)

    Q.7 a) State the Modes of Failure of Riveted connections. (4)b) State the advantages of Welded connections over Rivetedconnections (4)c) A steel plate having thickness of 16 mm is connected to another plate of12mm thickness by double riveted lap joint, using 20 mm dia. Powerdriven shop rivets at a pi ch of 60mm. Find the strength and efficiency ofthe joint. (16)

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    // . 1 . . . _

    ". R Q IR')\1 E 'T~hedule of accommodation 31 ng with the numbers of th e per ons 10 be accommodated orc ar pe t a re a i g iv en h e reu nd e r

    ire p lan sh ow in g pro po sed bu ildin g, road lay ou t, p arkin g an d L an dsc apin g on a sca le n oless than '-5 00 o. an y o th er su ita ble sc ale to fi t in site p la n w ith in the d raw in g s he et.II floo r plan s ~ in c ase o frep etiti e flo ors only o n ty pic al p la n) w ith fu rn itu re ' fittin gslavout "or typ ical areas. in irn um two s ec tio ns a nd minimum tw o elevation s on a scaleI 20 0 (or any other su itable scale to fit in site plan within the draw in g sheet) to m ake thecherne self descriptive\ p erspec uv e sho win g an d sig nifican t fe atu re o f th e de sig n.4 .1 1d ra win gs h ou ld b e In metric s ys tem o nly

    \dnnrustraucn" ) ;\.1 ullip urp ose H all for 100 personsLibr.8ry~ Medical aid room5 9 to 12 num ber V .1P uites (w ith living cum bed w ith attached bath).

    6 20 10 2 General Suites Wl' h at tached bath7 D in ing Hall fo r 30K itchen along w ith all its essen tial com ponen t to serve or the en tiren eeds of the cam pu s,9 ounge fo r ]0 persons'1 a Res idence of-the M an age r w ith L ivin g, D in in g an d two Bed Rooms .II Pantries a t a pp ro pr ia te lo ca ti on s.12 S to re s f or day to day n ee d a t a pp ro pr ia te lo ca ti on s,13 TO Ilets as p er n ee d.1... P ro visio n o fU ft a nd 'ra m p fo r v ertic al c irc ula tio n b esid es sta irs.1 - F acilitie s for ph ysical a ctivities an d ex ercise s16 P arking space for 35 cars

    ras 'ing requireda)

    (b)

    (c)(d)

    20i sq In.~~ sq m._4 sq mo sq m. each25 sq. m . each

    11 0 sq. m

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    . ,- _ -HEME 2004)

    E question.6 'p lain in detail the works of F rank L loyd W righ . w ith em phasis on O rgan icArchitecture.

    Q 7 Describe the works and principles of any two of the olio ing architects:a LeCorbusierb) Mies V a n der Rohec) A n to nio G aud i

    ny ONE questionQ .8 H ighlight the impact afBri ish c olo niz atio n o n P o st-I nd ep en d en ce Architecture in

    India ..9.0i cuss with sketches the works of any two of he follov ing architects:

    a) auric B akerb l A chyut Kan indec) Jo eph I lien tein

    '.