June-2008indian Institute Of Architects Part-2 Examination Question Papers

8/7/2019 June-2008indian Institute Of Architects Part-2 Examination Question Papers

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/

im : 3Hours (10.30 a.m, to 1.30 p.m.)

.\la:timum Marks: 100.

ode No.l03

question each frurn Part II.tTl

3. All questions carry equ I mar ,.

4. Illustrate your an \o'crwith neat sketch

5. j\U answers 8~ to b wriuen in English lan uage only.

6, This qu tion pap r eent in Din questions and is or one pages.

P RT-I (Attempt no, two)

Q.I. \Vhat are tbe mot notable differences bel. een the I I mit nd Hindu

tructures in India? Support our answer'S wilb the help of l~'pical rciigiolL

.tructures,

Q.2. flo do you recogniu Islamic structures ofGuj rnt Iylc? Describe in details

(he Jami III jid of Afuned.'lbad (0 establisb . our an 'cr.

Q.3. ~ rile an essay OD (be us or domes sud arch in I larnic structures in India,

P R -U (Attempt anyone)

0.4. \Vhal do you understand by "Ind ... lrial R (dotiou'? Diu."" the Impact ofIndu trial R volutioo on the development ofn t wn nd indu trial eiti .

Q.5. \ hal was the basic purpo e of the "Great xhihilion of 19" and 201 10century?

Otscrib in detail at lone structure. erect d fur the purposeof uch an

e hibition.

I (

P RT-UI ( Urmp.anr onr)

Q.6. 'ViUI th e help ofskelch t narrate the role of U1Juh u IN U F.LOf·1\tE.·T

A 0 PROMO 10 F modern architecture.

Q.1. \ rile Dolo on tb "or of ( ny two):

a) Leuis-t-Kahn b) f.L. \ rizh t 3) Le <':orbu ir

ART-IV (Auemne an y ODe)

Q.8. Critic.lUY na1yu any two ramous wor eachof

a) Charles Correa b) Hafttz Ceurraetoe

Q.9 ..... Post Independence India .,.d.Uccture is Icopy of po. od~rn Itrucl r

in USA andEurope1't- JU!9lify.



o.lIM

rime: flours (10.10 a.m, to 1.30 p.m.]

1n imum Marks: 100.

10 (rudioos to the Rlldjdll( :

1. uestion No.1 i cempul 01").

2, Attempt all parts

3. IUuslrat your an wers ",'th neat J..(·tell

-to . It nswers (0 the questions .hould be ' 0 ' 1 ritten in El CU. II lanouag onle:

5. ·\11question carr)' equal marb.s.

6. Thi question paper contains! pU :!.1'and 5 que (iOlt~.

Dale: 2' 51 June 2008

Do)': turds '

Q.l. Explain A '\' F R from the Icllowin :

8. Purpos orM B1tnd L 8 in an electrie circuit.

b. Earthing imust in an electric circuit.

Co The difference between gully trap and nahaoi trap.

d, Purpose of drop manhal ,

v, e. The differ nee between Perrel lruerceptor and Inspection Chamber,PART-I

Q.l. Sketch a t, pical sectional cl lion passinj; (hrough I udi n we on the first floor

of II building showin all the relev ant details, i2CS finishes, rirtmgs, fill,ure .ete,

OR

Draw and explain t11 purpo of last L . befnr connecting tomunicipsl

e ....cr. Show ll th r I 'VanIdetails of the same.

PART-liQ.J. Discu s various mCihod_) o r r in water harve 'ling with it men nd demerits.

AI 0 ~uggcsl ....hich -Y5lc-m could be irnpletn nted best in your vicinity and wb)'.

OR

Enun crate which impuriti '. re climinntcd Hod how in the Filtration Prcee sdurine' ater purificatiun abo dra .... A slu....sand litt ·r.

PART-IIIQ.4. l'r 'pare an -lecrric I yout fur a J • ....ell 'ry shop adrne uring 6mls I 12mtsj\nd

Ifcjght-t.lmls. 'u~' t t}JlCS of" ires, cahles, liullrcs, fitting rc , (assume

. uitahle data if n rcessary.] ~ueJ! est n..commended illuminRtion I vets for the

hop and for disp] _.

onElplnio how do II lieh1ine arl" lor/conduclor ....tJrk. d· tribe and kelch

Plate t: t ·t1rodt' with n:I-",ol del nils.

PA l T-IVC).S. CJa. \ if~ Solid \ te and suu-c.-t melhod to di pose dirr~rtnl wute for bett r

hygiene

OR

Explain dim rent lecbnoiotei used for recycling of solid waste... ' . . . . .



·...odeN'o.201

RCIIITECT

PART U EXA11~ATION ( HEME ..200J)

Time: 12 Heurs (I O.JOa ..m. to 4.JO p.m.) Oate: 22'od& 23rdj line 2008

'\la imurn :l.brks: 200. Day: ( unday & . Monday)

IU'ilnrctious for candidates:

I.Atlhe end of Ibe first day, you art req uired 10 uhm itsketches sho,ving

conceptual layout plan, plans explaiuin~ courept of the desi n.

2. ~o major deviation from the: above will be permitted in the final submission .

.3. Prescribed scales shall be fonowed.

4. Assumt' dimenioDs/Aru/dal.8 Dot given and stale the same dearly.

5. This papercontains 2 pages.

RE. lnE~TIAL

'lou arecalled upon 10 df'Sign multi-storeyed Residential Apartments (40 in no.] on

iO rn lI: 70 m plot near Chandig,arh as per {he:site plan giv f ebw:

SITE PLAN

70[Yl

I··~, .. .

1 1 0 . ~. .,

.

..

j 1011 ,...i \011\

~ .r

..

70 r n,

ZO(ting..

ell vc . lope. .

..J. ., .

I

N-

.,. .."

# , 1 1 0 rq-

20 f Y I WICt'E. APPROACH !ROAD·



-2-

SIGN-II (S 1E 2004)

2 .

2 .

1.1

1.3

F.A.R 1:1.5

Ia imum round CO\' rage 35%,

l\1a:timum Permi . ible IIrj~h[ 24M({'x{"mp(ill~ l.ift .~1achine Room.

\\at rTanks)

lin. set bach. I J (toward all the ~itlr )2.4

J. REQUIREM TS

J Bed-Room Apartment --IU no .

overed Area of each Apartmenl--· 20U. q.m.

' .~ eh Apartmenl to ae ommodate:

Li\ling Roomf rea

Dining/LouR C '

Kitchen

3 Oed Room withattacb d b th Room. .

lilil. Area

rvant Room with Bath Room

• Each Apartrnen] hall have iud pendent \'cr:mdah/Balcon),

.. irculation core for (he Apartments slmH have stairca: e, two lift , clrculatien

pa!lag and electrical duel, Fir - ;lfely provision dUCI.

(50 marks)

*1' oor plan s (Typical Floor I'tan in C~!\' or reperiuve fluo ) with

furniture ~)'out

cuons & "'I vation ( I: 10 0)

Te rnake the cheme elf-descriprlv (J:IOO cale] ([ 0 marks)

* Perspective vie (50 marks]. . . . . . . . . " ' .



- --~-~--- - - .-- - - - -- --- ..~--------~

Cede NO.I02

~CTS

In ILOrN TION & .\tATERIAL -II

Time: " Hours (10.30 3..01. to 2. p.m.)

Maximum larks: ISO.

Dale: NlI io Juoe 2008

Day: Tu day

.,

Instructions:

I An. wer an three que-ti l ns inc lud ing Question No I which is compulsory In Pan I an danswer any two questions from Pan-II

All answer to the que lions hould b . ".. riuen in English only.

Thi paper con ta in ' 2 pages and 7 quest ions

- ,

I PAI~T-r.Nt I W rite short notes nn an" r o u r ()f 1 1 1 C following

a) I\Iixing of cement c mCTctl.:(20rnk I

b) 'heel gla: s, Plate l!lass lind Float glass

c) R epain ting on old iron work an d stl"C1 work

d ) P re ca ut io ns 10 b e ta ke n wh ite using syruhetic adhcsi c

1:) .urinu otc ncrere. . .

o No:! What arc consti tuent (J p~inls) Describe brief . each of them{ J 5 mk J

I

O 'u J Enumcratev, ri( u!\ rnarenals us ·d Ii..u I Iu n m a I insulation

lxplain wit ) the help of near !..r:lch Ihelr U!.i...'Sin con truction {I5 mks I

() No I 1 ! - o l 0111 I h e \ < sr u: lic 'i 1 '1 ' \ Iarblc E v plnm method and precauliun. I t ' he I a~,..:n whi le laying

o r Italian marble ( J . 5 rnk ,

J'Alrr-1i

f) ( } . s Draw SkCIChl~ tc s un ab le la r! !! .! s ca re lu c plain the con tructio n of the fu l!u\'.'ing

(50 mks )a} Section of R olling shu tter

b) Three consecutive step ' in M S sraircase

c) Ridee orM rooflru . cov ered witha.c sheet & a c ridge cover

d ) ( 'm s ., section 10 show t he limb er in g c lone for a 2 0 rrus. \ ide: and) m ts deep trench in

H moderately rrm il

Cj Vertica l p lice' J in( fu unequ • .1 I/.C r cctions used

-1-

tanchion



/ I

'irne: 3 Hours (10,30 a.m, to 1.30 p.m.)

Iaximum Marks: 100.

1008

edne day

. e-Land T\\O from :~-IL

only.

SECT10N-( ( n 'wer any three)

\

Q.1. 3) D cribe the omposite clima; Zon with the help Df climalo-oraph

~iving all its dement as g.iven b) G.A ..Atkinson.

b) Wbal are the mechanisms that maderat the micrn-eliruate in urban

areas? 10

IS

.2. a} \ hat arc the m jar functio r opcniJ11! in buildina '! 0

b) Explain with ketches Ih components of da liJ!hl ract r anal)' i. 12

c) II commend minimum 0F for kitchen ~ orktops, living ruom, circulation

area 80d bedroo ms "iIh dress ing r sb le s n a rid once. U:

Q.J. Ilow docs different fen ralion pattern, orientation and cenrrols arfecl the

Ilir rno menl, daylioht and J!lare in the in d or of builcJin~.

A. \Vrilc short noles on:

n) "-1M hon y table h) II liudon c) Soi e criteria curv e d) \\J 'ind tunnel 1-

. ION-II (Ans'wer :111. two)

C).S . Pal.!oiveclJo lin J! is th di sipariun of 'X • h at hy h.C) de lJ!ll tratc1!I'~

for all exposed buildin~ "'mnl' . f. plain \\ ith l·umr11· \ I riuus

application on lh t chniqu of cnnvective cooling, C aporative couling,

rad ia tiv e coo lin~ and 2rouud coolini: lor Ih -rmnl comfurt in indoor

cnv irnnrn nt. I,,,-u

.6 HI Examine t pical building forms rcsullins: frum the rieus climatic

t pes lind their erf~rt on noi e problems nd ugg t pussible r medial

mea ur for adoption in Indi .

b) .. tod~rn BuiJding seem (0be much noUcT than the llIan~ Id

homes" .... Stale tbe reasnas.

(1)

Q.7. WhIt do you understand by Landscaping. to:lplain it role and importanc

in moduhling lhe micrtKlimltc in a building. Explain ir h sketches and

Examples.. ' " .



Cod No.206

THE I

p

"ime: Hours (l1l.J lLt1L to 1.3 p. 1.) 1) l:26th

.Jun 200

\Ia.;irnum Marks: I G I J . Duy: Thursday

Instructions:

1. A ttempt any TH REE questio ns from PART I & A ttem pt any TWO

Questio n s from PART n2 . F ig ures to rig ht ind icate fun marks.3 . A nsw ers to aU q uestio ns sho uld be wr itten in E N GLIS H o nly.

4 . Assume suitable addi tio nal da ta i f necessa ry .5. Illustrate yo ur answ er with s ke tc he s whe re ve r n ec es sa ry .

6. Use o f IS 456 - 2000, IS 800 - 1984 & s teel s tables in pe rm itted.

7 . This paper co n ains 7 q uestio ns. 2 pages.

PART I

a.1 a) State the permissib e stresses for M20 & M25 grade of concrete &

tho se fo r M ild Steel & HYSD steel. (4 )

b) A ReC beam 250 mm wide and 500 mm in effective depth IS reinforcedwith 4 N os. o f 16 mm d ia . Bars o n the tension s ide. A ssum ing the g rade o f

concrete to be M20 & HYDS steel, find the UDL that the beam can with

sland o n a sim ply suppor ted span o f 4.5 M . (10)

c) A fixed beam of span 6 M is loaded with a UDl o f 40 KN I M ove r the

entire sp an and i t a ls o car ri es a po int lo ad o f 120 K N at a d istance o f 2Mfrom the eft sup po rt. A nalyse th e beam & d raw th e SFO & SMD & a

d ia g ram i nd ic ati ng th e pattem o f re info rcement. (10)

0.2 a) State the characterist ics o f ON E WAY & TWO W AY slabs (4 )

b) A ReC co lum n o f s ize 300 mm x 500 mm is re in fo rced w ith 8 N os. o f

16 rnm dia, lo ng itu din al re in fo rc emen t bars . A ssum ing M25 c onc re te &H YS D stee l, find the lo ad i t can carry as a sho rt co lum n. S tate the height

fo r w hich the given co lumn can act as a Sho rt C o lumn. D esign the l inksfo r the g iv en c olumn. (10)

c) A three span continuous beam ABeD. is s imp ly suppor ted at A & at D .

The leng th o f the span 'AS is 4M & it carries a UDL o f 30 KN I M . The

len gth o f sp an Be is 3 .5 M & it c arrie s a p o int l oad o f 70 KN at 1.5 M f rom

B . The length o f span C D is 5 M & it c arrie s a c en tral p o int lo ad o f 100KN .Analyse the beam using THEOREM Op nlREE MOMENTS & draw S FD& BMD & a d iag ram Indicat ing th e p atte rn o f rein fo rcement. (10)

P'-o



p

Time: J Hour (10.30 a.m. to 1.30 p.m.]

\lll'timull1 larlu: '1 •Or" ~Z7

l1• June 2008

On): Frida:

In tructions to Candidatea=-

I A ttempt FI E questions [Three from part I an d Two from pan II]

2. All q ue stio n m ust in written in English

) This pa[per conten s 7 questions and 1 page

Pari I Estimating And Costing

I.A Write Mode of Measurement for fonowing items [04 marks]

a, Excavat ion for p lum bing pip es

b. Exca ation for foundation trench

c. I 50 mm Thick B rick M asonry

d. 300m m thick Brick m asonry

c. Painting for grill

f Polishing for \ indow fram es

g. Rein fo rc eme nt S te el

h. Internal plaster tw o coals

I n Explain differ nee between Abstract and hill of quantitie and write: btu o rquantities fer foUowing items [6 marks]

a, E xc av atio n in son soil

b. P C C in f ou nd a t jon

Ql Differentiate between English method of determinin~ e tim are and P. \'.0

method of determining th e estimate (10 marks]

02 write short notes on any four [4 I:5 = 20 I

8 T ask w ork ofla:bour

b P urp ose o f a pp ro xim ate e stim ate

c. Administrative a pp ro va l a nd te chn ic al sa nc tio n

d. Overheads

e. Carpe t A rea. Plinth area • Floor A rea and Built up A rea

p·,·o



-2-

Q. 3 a) E xp laIn in brief S HD RT C OLU MN S & LON G COLUMN S (4)

b) D esign a sim ply suppo rted o ne way slab having effective span o f 3 .8 M .The lo ad due to flo o r fin ish is 1KN I Sq . M & the live Load is 2 KN I SQ . M .

Use M 20 Concrete & HYSD steel. D raw a neat sketch ind icating the

a rr angement o f r ein fo r cemen t. (10)

c) A RCC beam is required to resist a bend ing moment o f 65 KN - M.D esign the beam using M 20 co ncrete & H YSD steel. The width o f the

beam may be assumed to be 300 mm. D raw a neat sketch o f the beam

cross sec tio n a ssum in g it to be a s imp ly suppo rted beam . (1 0)

a. 4 a) S ta te th e advantages and limitations of a Doubly Reinforced beam.(4)

b) A cantilevered R C C slab has an effective span o f 1 .5M . The impo sedload on the slab is 3.2 KN I Sq. M. Design the s la b u sin g M25 co ncrete &

HYSD steel. Draw a neat sketch indicating the arrang em ent o f

reinfo rcement (10c) Explain pre tensioning and post tensioning mentioning its suitability and

advantages & l im itatio ns. (10)

PART II

a.5a) S tate the usual cro ss sectio ns o f co mpressio n m em bers. (4)

b) A stanchion consists of two channels ~ ~The effective

leng th o f the co lumn is 5 ..SM . F ind the safe lo ad that the stanchion can

carry. (10

0 .6 a) Exp la in what Tack R iveling is and state it s purpose. (4)

b) A tie member In a bracing system consists of two angles 60 mm x 60

mm x 8 mm placed back to back on the oppos i te sides o f a 12 mm thk.

gusset plate. The rivets are 16 mm in diameter provided in o ne row . Theang les are lack riveted D eterm ine the tensi le streng th o f the m em ber.(10)

0 .7 a) S tate the various co mpo nents o f a Plate Girder . Explain the functio n o f

each o f the components. (~ )

b) D nign a S tanchio n to carry an axi al load of 320 KN . The column hasan effective length o f 2.8 M . Use a sing le ISMB sectio n. (10)



_'1-

.N \ 6 I m s casement \ indow is to be prov ided fur an opening of size I 2 0X 1 20 m ts ill an

xternal brick wall of _30mm. thk

) D r w p lan and era s . eel ion of the \; illli W to explain 11~ onstrueti n 0 cale I 5-lOm'

b) D raw enlarge pan p la n d eta il 10 scale 1 I showing. fixing of M S window frame 10 th e

Jam b 'ide wall. glazing etc (10 rnks

Q No.7 Arc c. staircase is to be provided In till cnclo ure or: 40 X5.0 rnts. ofa single storev

stru ctu re h av in g flo or La Iloor height as 3 0 mrs.

a) D raw Plan & lo ngit ud in a l s ec ti on o r the r cc staircase to explain Its construction

Scale 1:.1.,· (40 rnk - )

b Draw detail of Iixmg of t.w tread and riser LO the r c.c steps. Scale 1.2 (I mk )

• •••• * ••• *4 .•



3 \ 'ork our unit rate anaJ)'su for any four item l 1: 5 = 2 )

3. A shlar line rna onrv

b R C C i n "2.4

c \\ indow rarne

d Internal piss er

c. 15 0 mm thick brick m asonry

lore - A ssum e standard rates for labour and m aterial

Q4 ~~plain purpose of rate analysrs and the factorsaffecting the rate analysis

12 0 marks]

fa rtII prcifkatiOD

QS xplain relation between working drawing and specification and write

pecification of\Vorkman hip for brick rna onry, painting and teak wood door frames

[20 marks}

Q 6 \\'ritc pecification for fo llow in g w ith respect to R.C.C l2 0 mark. I(

a. huucring

b. Formwork

c. Props and centering

d. Rcmo al of formwork

1 Define sp~cification and explain in detail types of specification. (20 marks]

Documents

June-2008indian Institute Of Architects Part-2 Examination Question Papers