certificate program: site supervision (building materials...

Academic Year 2013-14

Department of Civil Engineering

Certificate program:

SITE SUPERVISION (Building Materials & Components)

EXCEL ENGINEERING COLLEGEKOMARAPALAYAM _ 637 303

DEPARTMENT OF CIVIL ENGINEERING

REOUISITION LETTER

From

Mrs.S.Arulmozhi,.

Assistant Prol!ssor,

Depcnmcn( of Ci\ il tnginecrin.-.

Excel Enginecring Collegc,

Komarapalayam 637303.

To

Thc Principal,

Excel Enginecring Collegc,

\omar3p3talam oJ/Jt)j,

22.0t.14

Respected Sir.

Sub: Requcst for Approval ofCertificate Irrogram lbr 20i 3-14 Even Senl rcg.

Department ofCivil Enginccring has planned to conduct Ccrtilicate program as per theschedule given belou for the academic year 2013-14 Even Sem. Kindly grant approval ibrconducting the Certilicate Progmm.

Ccrtifi cate Program Schedule

COURSE ( OI RSE STAIII]\'CCOORDINATOR DATE

COURSE CODE &COURSE NAME

Mr.C.ArundossAP / Civil

Yours lrull.t.. \

\l l.i --[ ilrcrDr !rir ftioRDrN^rrR)

l.t 'I't'"'t -, r \lPRINCIPAL

Certificate CEI35S &SITE SUPERVISION(tsuilding Matcrials &

Componcnts)

Thanking You

HOD

4*'-..-5

EXCEL ENGINEERING COLLEGEKOMARAPALAYAM - 637 303

DEPARTMENT OF CIVIL ENGINEERJNG

ACADEMIC YEAR: 2013-14 (EVEN)

Rell EEC/CE/CP/ 13- 14/02 Date:20.0t.14

CIRCULAR

Dcpartment of Civil Engineering has planned to conduct the Certificatc program in even

semester ol thc Academic Year 2013-1,1. Ihe studcnts are requested to utilize this opportunity and

improvc thcir skill required b-y. industries. h will bc conducted during Salurda!s on rcgular basis.

The continuous 5 working Saturdays are utilized for this purpose.

CoURES CODE &YEAR,/ SEM

[.ou*oi CoORDTNATOR

COURSESTARTING

DATE25.01 . 1,1

COURSE NAME

CI]I3SS &SITE SUPERVISION(Building Materials &

Components)

I|/ IIIInterested

sludents

Mr.C.Arundoss

Al'/ Civil

r li il'. l

ACADEMIC COORDINATOR

To

All Notice Board

Copy to:l. Chainnan/Vice Chairman

2. Principal

3, HR

HOD/CIVIL



ACADEMIC YEARr 2013-14 (EVEN)

Number ofPARTICIPANTS

21.0t.t4

BUDCETPROPOSED

COURSE CODE& COURSE

NAME

{ .\-..r.ACADEMIC COORDINATOR

CertiJicale:

42* | 0=420

]l"...i.. i ,

.. 14,HOD PRINCIPAL

Vice-Chairman

BUD(]ET PROPOSAL FOR CERTIFICATE PROGRAM

COURSECOORDINATOR

CE]3SS &SITI]

StJPITRVISION

(Building Materials

& Components)

Mr.C.Arundoss

COTJRSE

STARTINGDATE

25.0 t . 1,1

Total: Rs. 420

EXCEL ENGINEERING COLLEGEKOMARAPALAYAM - 637303


cERTtFICATn PROGRA.M - ACADEMTC yEAR 2013-11 (EVEN)

CEI3SS & SITE STIPERVISION (Building Materials & Components)SYLLABUS

Unit | - lntroductior 4

Types oftsuildings componcnts ola build;ng Specification for each componcnt

Unit 2 {ivil Engineering Materials - Bricks 7

Raw materials required Manut'acturing process of civil engineering materials

Bricks Aggregate. tsricks. Pavcr Blocks. Hollow blocks Specifications Quality

control.

Unit 3 - Civil Engincering Materials - Cement 6

Cemenl Manulacturing proccss of cement properties of cement of ccmcnt

Specillcations -Quality control.

Unit 4 - Construction Praclicc 7

Masonry Stonc and brick masonry- classilication- dressing- Joints safc permissible

load on masonr! - \'ralls load bcaring & Non load bearing walls- cavity & panltton

Unit 5 Form Work & Scaffolding 6

Tlpes ol'scaffoldings componcnts formwork lor columns. lintels, roof slabs.

beams detailing in formworks Plastering: Ceiling. Wall. precautions

Total:30 hours

.... 1 ,1., "-.!

ACADEMIC COORDTNATOR HOD/CIVIL



CERTIFICATE PROGRAM - ACADEMIC YEAR 20I3-T1 (EVEN)

CEI3SS & SITE SUPERVISION (Building Materials & Components)COURSE PLAN

DATE/sEsstoN

SDecificationRaw materials

lneenn{ m

tsricks Aggregat

I ypes of Bu

ificationsCement Ma

ofccment of c

Masonry Sto

15.02.l4/FN

dressing- Joinwallsload bearing &\!alls,Types of scacolumns, linte

15.02. r 4/AN

22.02.14/FN

22.02.1-l/AN

delailing intecautrons

Multiplc C hoi

,\.-.LACADEMIC COORDINATOR HOD/CIVIL

25.0t.14/t-N

25.0 t. t4lAN

01.02.t4lt-N

0r.02.1,l/AN

08.02.l.l/AN

TOPICS TO BE COVERED

rild InFs ;omnoncnr-"f a huil,lmg't,r each comJroncntr required Manuf'acturing process ol cirilaterials

"rre. grict *. patcr gtrrct<'J t,.ttnw btoctrQualir) conlrol

nu Idcluring proce.. ol-cement pr.rpenirs

ement Specifications-Qualitycontrol.

'* and brkl maron,r- rlassifir:ution

TO BE HANDLIID

BY

Mr.C.ArundossAP / CivilMr.C.ArundossAP / CivilMr.C.ArundossAP / CivilMr.C.ArundossAP / Civil

t"l r'c- A,1, "

dossAP / Civil

t. safr prrmissiblc locd on ma'onrr

. Nun loal bearing rralls- car rt1 & panrtion

||okir,g. .nrpnn"nt. lirrmworkl,rrs, roofslabs. bcams

Mr.C.Arundoss

4t / s'_'ilMr.C.ArundossAP / Civil

M,{1A.""dtr*AP / Civil

'.rrmuork. Pla.tcring: t eiling. \\all

aa ,r*rla". rc{

Mr.C.ArundossAP / CivilMr.C-ArundossAP / Civil

T:X(]EI, f \GINEERI\C COI,I,ECEKOIIIARAPALA\AII 6J?]0.]

DIP.\RTIIENT OF CI\'IL E\CINIERI\GlCADL\rC \ r:aR t0r3-r{(.rtn)

uidhF \latriik & compon.n6)

SONi\ICYi\TSHOLEP.H,\

6

4.l:i

[\CfL t\GI\f TRINC COLLI(;EKo\IARAPAI-AYAIII 637f,03

DEP,\ RTNI E\T OI CI\'I L INC IN EERI\GA(ADErl( \!1R r0rr u(trr0i

c[r]ss d srrtr sl:PtrRvrsro\ tBujrdjng Mftri,rs & conDonedt

4.4


DEPARTMENT OF CIVIL ENGINEERINC

CERTIFICATE PROGRAM - ACADEMIC YEAR 2013-l,l (EVEN)CEI3SS & SITE SUPERVISION (Building Materials & Components)

Name of the student:

Duration:30 Minutcs

Date ofExam:22.02.14

Ma! Marks: 30

Ye{r/Semi

l. Queen closcr may be placed

4in header course

B.in stretcher courseqin header course next to first brick

D.in stretcher course next to first brick

Lin anl- position.

2.The lbundation in which a cantilevcr beam is providcd to join t\\'o fbotings, is knou,n as

Is1rip footing

Lstrap lboting

E combined tboting

!.raft footing

E. none oflhese.

3.Stud(s) ola common woodcn partiiionAare venical wooden members

Lis the upper horizontal wooden membcrqis the lower horizontal wooden member

D,are the intermediate horizontal $ooden members.

4.The 9 cm x 9 cm side ol-a brick as seen in the wall face, is gcncrally knorvn as

&stretcherIfaceqliontLheaderE.side.

5.The under surface ofan arch. is called

&soffitLintradosQhaunchD.back.

6.The raft slab is proiecled beyond the ouler walls ofthe structLrre by

&5 to l0 cm

B.l5 to 20 cm

e.25 to 30 cm

Llo to ,+5 cm

L60 cn.

7.The loose pockets in soil mass can be bridged safely by providing a raft foundation provided

the soft area is smaller than

{thc column spacingqone{hird thc column spacing

e.half the column spacing

Dthree-t-ourlh the column spacing

!. none ofthese.

8.The member \\hich is placed horizontally 10 support common rafter ofa sloping rool'. is

{purlinEcleatE batten

D.strut.

9.Pick up the conect statemenl liom the lollouingl{Louvered door is generally provided in bath rooms

B.l lush duor i. gcnerclll proridcd in dinning rtom

!.Rcvolving door is gcncrally providcd in cinema halls

[Sliding door is gcnerally provided in show rooms

f,All the above.

l0-Thc cxtcrior angle bctwcen outcr faccs ola ri' all. is known as

&tumB.junc!ion

QquionD.all thc above.

I LIn jack arch floor. the rise is kept

l!l /6th ofrhe span

L l/8th of the spanql/loth of the span

Il/l2th olthe span

L l/l5th ofthe span.

l2.While designing a stair. the product ofrise and going is approximately kepl equal to

{350v420q450

D.500q600.

ll.For constructing a terrazo Iloor. Pick up the incorrect statcmcnt fiom the follo\\ ints

4a base course is prepared as in cement concretc flooring

R a 32 mm rhick lal-er ofccmcnt concrete (l : 2 : ,1) is laid on the base course and the surface is

maoe smoorn Dt lro\\ c tng

CBlass strips are driven inlo the layer according to the pattern required

,.| aftcr final grinding is over. oxalic acid mixed with water is spread over and rubbed hard with

l:l.The entraincd concrele ;s used in lining walls and roofs for making

{hcat insulatcd

!.sound insulated

C.neither (a) nor (b)

Uboth (a) and (b).

l5.The pile which is provided with a bulb filled with concretc at its lowcr end, is known as

4Simplex pile

LMac-Arthur pile

!.I{aymond pile

[Franki pilc

Lnone ol lhese.

l6-ln casc of multi-storeyed buildings. the forms to be removed firsl are

{sides ofbeams and girders

&column lormsqbottom ofbeams and girders

D.all the above at the samc timc.

l7.Thc maximum permissible delleclion ofa timber beam supporting a rooL is

{z/ 100

&./150e-L/260LI/360Lnone ofthese.

l8.The angular sleps used for changing direction of the stairs. arc callcdA.round steps

Langular steps

!.windersU,radial steps

!.circular stcps.

la.A proiccting pi*< usualh pr.rriJcJ ro.uppon a lru\s. i\/!comrceB.coping

Q friezeqlintal.

20.The Iine of intersection ofthc surfaces of a sloping roof forming an extemal angle exceeding

180'. is

4ridgeqhipqvalley

D.none ol lhese.

2l.I hc single stage r"ell point s)stem of de\\atering an excavation can be used ilthc dcpth ofcxcavation does nol exceed

45mLlo m

!ll5 m

Q20 m

!.25 m.

22. I he piece of a brick cut with its one comer equivalent to hall-lhe length and halfthe width ola full brick. is known as

{queen closer

B.bcvelled closer

Qking closer

!.halfking closer.

23.The brick laid with its breadth parallel to thc facc ofa wall, is known as

Aheader&stretcher!.closerDnone ofthese.

24.A wooden block hinged on post outside a door. is known

acleat4stopqhornDnone ofthcse-

25.In horizontal D.P.C, thickness ofccmcnt concretc (l :2 :,1) is

42 cn8.4 cm

E6cmL8 cm

L l0 cm.

26.Which one olthe following rocks is uscd fbr monumental buildings:

{granitc&marble(-sand stone

D.slate.

27.The lbrm work tiom the underside ol slabs, can be removed only after

lll da)

&4 da)s

e,7 days

ql4 dals.

28.Arches in the form of masonrv arcs struck liom more than lour centres, are called

{tu,o curved arches

Bgolhic archesqogee arches

[iJrop gothic erchcs.

29.Thc plattbrm at the end ofa series ofsteps, is known as

4platformqreliefe.restP.landingqstop.

30.Rati tbundalion are generally preferred to whcn thc area .equired for individual footing. ismore than

l\257o 10 lolal area

8.30o% oftotal areaq40o% to lotal area

D.50o% of total area.

, aL\Ltr 5\. 1-cLo'tr' I



CERTIFICATE PROGRANT - 'TCADEMIC YEAR 20I3-I4 (EVEN)

CE13SS & SITtr StiPltltVISlON (Building N{aterials & Components)

i\NSWEIt KEY

l. c t1.B 2t. B

2.8 1il 22. C

lt.,\ 23. A

,1. D t4. B 21. C

5.,\ 15. I) 25. ll

o.D 16. f) 26. D

27. C

8.D 1ri. c 28. l)

9.C l) 29. B

10. B 10. B 30. D

Icur.,,. 1'-.,1\o.'1i) IIOD / CIVII-



.IA

.\fl

'. .." / 'i.

CERTIFICATE PROGRAM - ACADEMIC YEAR 20I3-I4 (EVEN)

CE13SS & SITE SUPERVISION (Building Materials & Components)

Name of lhe sludenl: i'-.n, \i- t.\/Durafion:30 Minutes

\\JYear/Sem: /lr Date of Exam: 22.02.1,1

Max. Marks: J0

l. Queen closer may bc placcd

4in header course

Bin stretcher course

(lin header course nexl to first brick v!.in stretcher course next to first brickqin any position.

2.The lbundation in \\hich a cantilever beam is provided tojoin two footings- is known as

l\strip footing

B.strap fboting \E combined fboting

D.rafi tbotingE.none ofthese.

3.Stud(s) of a common wooden partition

Aarc vcrtical wooden members !'Lis lhe upper horironlal wooden memberqis the lo\\'er horizontal wooden member

D.are the intermediate horizontal wooden members.

4.The 9 cm x 9 cm side of a brick as seen in the wall face. is generallt known as

A.stretcher

!.faceqlront[header !I:.side.

5.Thc undcr surtace ofan arch, is called

{soffit vqintradosqhaunch

Dback.

6.Ihe raft slab is projcctcd bc,vond the outer walls ofthe structure by

{5 to l0 cm.6t5 to 20 cmq25 to 30 cm

II30 to 45 cmw \.

L60 cm.

7.Thc loosc pockets in soil mass can be bridged safely by providinS a raft foundation providedthc soft arca is smaller than

Athe column spacing \--

&one-lhird the column spacing

Qhalf the column spacingqthree-founh thc column spacing

!.none ofthese.

8. I he member u.hich is placed horiTontall) to slrpporl common rafter ofa sloping roof'. is

apurllnr B'.ilcatqbatlen

llstrut. ')\

9.Pick up thc corrcct statement tiom the lbllowing:

{l-ouvered door is generally pro!ided in bath rooms

R l:lu.h door i' generalll pror iJcJ in dinning roomqRevolving door is generally provided in cincma halls w'

[Sliding door is generally providcd in sho\\'roomsqAll the above.

l0.The exterior angle between outcr faces of a wall, is known as

4turn&iunction !QquionD.all the above.

R a 32 mm thick lal,er ofcemenl concrete (l : 2 : 4) is laid on the base course and the surface is

maoe smooln Dy Iro\\ e tng(:glass strips are driven into the laycr according to the pallem required

^ rftcr tlnrl grinding is o\ cr. L,xali( aciJ mixcd with water is spread over and rubbed hard with

I Llnjack arch floor, the rise is kepl

&l/61h of the span

!.1/8th ofthe span'-/q l/ lOth olthe spanql/ l2th of the spanq l/ l5th ol the span.

l2.While designing a stair. the producl ol-rise and going is approximatcly kept equal to

a3s08.420!:450 -',D.500E.600.

l3.For constructing a terrazo floor. Pick up the incorrect statement from thc

\a base course is prepared as in cement concrete flooringfbllowing:

l4.Thc cntrained concrele is used in lining walls and root! fbr making

4hcat insulated

Lsound insulaled v(-neither (a) nor (b)

llboth (a) and (b).

l5.The pile which is provided rvith a bulb fllled with concrcte al its lower end, is kno*'n as

{Simplex pile

LMac-n flhur pile

QRaymond pilcqFranki pile \.Lnone ofthese.

l6.ln casc of multi-storeyed buildings, the forms to bc rcmoved first are

{sides of bcams and girders

&column lormsqboltom ofbeams and girders

D.all the above at the same timc. \./

17.The maximum permissible dcflcction ofa timber beam supporting a rool, is

AZl 100 \-'B.Z/150e-L/260D.L/360qnone olthese.

l8. l he angular stcps used fbr changing direciion ofthe slairs. are called

llround steps

B.angular stcps

C.winders'D.ladial steps

ILcircular steps.

l().A projcclin! piccc u.uallv f\rovided ro 'uppon a tru',. i.{cornice4copingqftieze

Llintal. v'

20.The line ol intersection ol_ the surlaces ofa sloping roof forming an external anglc cxcccdingllto". istlridge[hip w!.vallcy[nonc of thcse.

2l.The single stage well point slstem ofdewatering an cxcavation can be used ifthe deplh ol'excavation does n()1 exceed

45mql0 m

ql5 m

LU.IU m

!- 25 m.

22.The piece ol a brick cut with ils one corner equivalent to halfthc length and halfthe width ofa lull brick, is known as

{queen closer

B.bevelled closer

Qking closervLhall king closer.

23.'l he brick laid rvith its brcadth parallel to the t'ace oaa wall. is knou'n as

{hcadea'Lstretcherqcloser

Dnone ol lhese.

24.A rvooden block hinged on post outside a door. is known

{cleatqstopqhorn!,'D.none oJ-these.

25.In horizontal D.P.C]. thickness ofcement concrele (l : 2 : 4) is

{2 cm

E4cm-e6cmL8 cm

!. 10 cm.

26.Which onc ofthe tollowing rocks is used for monumental buildings :

Agranrle!.marbleqsand stonc

Lslate. r-:

27.The lorm work from the undersidc ofslabs. can bc rcmoved only alierA.l davq4 days

!.7 days vD.l4 da!s.

28.Arches in the lorm of masonr-v arcs struck from morc than four centres, are called

At$o curved arches

&gothic arches

Qogee arches

[drop gothic archcsY

29.The platfbrm at the end ofa series ofsteps. is known as

{.olattbrm

B.rclie^-qrest

IlandingLstop.

J0.Rafi foundation are generally prelerred to when lhe area required lb. individual fooling, is

more than

/L25o/o 1o lolal area

8.30o/o oftotal areaq,10o/o to total area ID.50o% oflolal areaY

6"*"',- 1'cL'-,)

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CERTIFICATE PROGRA.M - ACADEMTC YEAR 20r3-r4 (EVEN)CEISSS & SITE SUPERVISION (Building Materials & Components)

Tolal Strength:42 Feedback Analvsis D^te| 22.02.74

CONTENT EXCELLENT GOOD SATTSFACTORY POOR

COURSE CONTENT 28 t2 ) 0

TECHNICAL SKTLL 24 8 l0 0

INTERA.CTION l5 20 7

2PRACTICAL SESSIONS 28 t2

COMMUNICATION SKILL

AVER4.GE

30 6 6 0

.25 I 1.6 0

No ofStu(lenls Successfulll Compleled: 42

r Good

r Excellent

104%

9A%

aavo

7A%

60%

5Avo

4A%

30%

20%

10%

0%

t"".r1.t",..' "rs,,ot ^.ct-

,o.,'u ""uS

Course Coordinator HOD/ClVlL



CERTIFICATE PROGRA.M - ACADEMIC YEAR 20I3-I4 (EVEN)CEt3SS & SITE SUPERvISION (Building Mrterials & Components)

Summarv Repofl of Ccrtificatc Program

Ceniflcate Program was conducled for the n cademic year 2013- l4 llVIlN Semester liom

25.01.14 to 22.02.14

Totally 42 Students were enriched their knorvlcdge about Sitc Supcrvision.

Studcnt's learned basic conccpt of Site Supervision and it rvill be usetul lbr them 1

undergo pro,ects.

Certificate was provided to all the Students.

Srudent's capability was checked through the llvaluation test.

Course Incharge

C lr i. -.'! rJa/) ,

,/$'r

certificate program: site supervision (building materials...

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