certificate program: site supervision (building materials...
TRANSCRIPT
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
EXCEL ENGINEERING COLLEGEKOMARAPALAYAM _ 637 303
DEPARTMENT OF CIVIL ENGINEERING
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
DEPARTMENT OF CIVIL ENGINEERING
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
EXCEL ENGINEERING COLLEGEKOMARAPALAYAM _ 637 303
DEPARTMENT OF CIVIL ENGINEERING
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
EXCEL ENGINEERING COLLEGEKOMARAPALAYAM _ 637 303
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
EXCEL ENGINEERING COLLEGEKOMARAPALAYAM _ 637 303
DEPARTMENT OF CIVIL ENGINEERING
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-
EXCEL ENGINEERING COLLEGEKOMARAPALAYAM _ 637 303
DEPARTMENT OF CIVIL ENGINEERING
.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
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EXCEL ENGINEERING COLLEGEKOMARAPALAYAM _ 637 303
DEPARTMENT OF CIVIL ENGINEERING
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
EXCEL ENGINEERING COLLEGEKOMARAPALAYAM _ 637 303
DEPARTMENT OF CIVIL ENGINEERING
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