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PROFESSIONAL REVIEW EXAMINATION

FEBRUARY/MARCH 2016

K.A.N.P.KUMARA

AM 11644

THE INSTITUTION OF ENGINEERS SRI

LANKA


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1. Recognized Training and Responsible Experience

2. Applications of Five Core Competences

3. Strctral !esign

PRESENTATION OUTLINE


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1.1 Recognize T!"ining #P!io! $o G!"%"$ion&

Ke"ngn"' En$e!(!i)e) L$. * +6 'on$,)

Re,"-ii$"$ion "n

U(g!"ing o/

K"n0 M",i0"ng"n"

#A*+26& Ro" P!o3ec$

1. Recognize T!"ining "n Re)(on)i-e

E(e!ience


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P"ce o/ Wo!5 %!"$ionResident EngineerCentral Engineering Consultancy Bureau(EPC/East)Construction of 'us stand at .anthale, Constructionof Pola at .anthale, Procurement 6or7 at 'ase %&ce-

.anthale

08 months

Resident EngineerCentral Engineering Consultancy Bureau(EPC/East)Construction of Eastern 9ational )port Comple# at 2rincomalee, Construction of Police at 2rincomale

40 months

Design EngineerCentral Engineering Consultancy BureauDesign %&ce-EPC Division, Digana

0: months

2%2A3 5 months

1.7 Re)(on)i-e E(e!ience


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G"e!0 8oec$ion8on)$!%c$ion o/ OP 9%iing "$ 9")e Ho)(i$" * K"n$,"e

!oof 6or7 Precast Concretepurlin

As;estos !oof

Ceiling 6or7 Plum;ing 6or7 2iling and


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G"e!0 8oec$ion*8on)$!%c$ion o/ OP9%iing "$ 9")e Ho)(i$" K"n$,"e "n

9%) )$"n "$ K"n$,"e

Aluminum 6or7 2im;er )tage Finishing 6or7

Finishing 6or7 Asphalt paving 'us stand at .anthale


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G"e!0 8oec$ion8on)$!%c$ion o/ N"$ion" S(o!$ 8o'(e "$ T!inco'"ee

Preparation for sand;lasting

Air Compressor forsand ;lasting

)and pot

%uter drain of =00m =00m trac7 ground !einforcement 6or7 for


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G"e!0 8oec$ion*8on)$!%c$ion o/ N"$ion" S(o!$ 8o'(e "$T!inco'"ee # 8on)$!%c$ion o/ S:i''ing Poo &

E#cavation for pipelaying

Pressure testing 6or7 Pressure testing 6or7

Pipe laying Pipe laying 'efore screed


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G"e!0 8oec$ion*8on)$!%c$ion o/N"$ion" S(o!$ 8o'(e "$ T!inco'"ee

#Inoo! S$"i%' "n S:i''ing Poo &

*ndoor )tadium andling of 2russes )6imming Pool

$ater tightness )6imming pool and Erection of 2russes


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G"e!0 8oec$ion*8on)$!%c$ion o/ N"$ion"

S(o!$ 8o'(e "$

T!inco'"ee #Inoo!

S$"i%' "n S:i''ing

Poo &


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2. A((ic"$ion) o/ Fi;e 8o!e 8o'(e$ence)

2.1 Kno:ege "n Une!)$"ning o/ Enginee!ing

P!inci(e)

Anal"zing# !esigning and !etailing of Strctres.

!esign of strctral elements sc$ as slab# beam# colmn#

fondations and staircase etc.

%alit" control of materials Testing and constrction &or'

in varios pro(ect

)nderstanding of t$e site conditions


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S"n 9")$ing :o!5

A((ic"$ion o/ '"!ine ("in$


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S%!/"ce

(!e("!"$ion o/

S$ee

8!i'(e :i!e c%( -!%),

T:i)$e :i!e c%( -!%),


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So"5"ge P!o-e'


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E!ec$ion o/ S$ee

T!%))e)

ton /obile Crane

ifting arrangement

Stiffening of t$e trss

ton /obile Crane

ifting arrangement

Stiffening of t$e trss


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A%$o 8A 8i;i 7

T"n5 9%n "n c"n"


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8!o)) Sec$ion) # A%$o'"$e&

T"n5 9%n "n c"n"


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8!o)) Sec$ion) # 8o!!ec$e&


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GI 'e), %ne! $,e A%'in%' Foi


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9i! ne$ /o! (igeon)


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S$"i! c")e) Si$e coni$ion


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P%'-ing

+roper fnctioning of +trap

-ent

+roper &ater seal

Avoid sip$on action li'e S trap

Redce emission of se&er gases

and smell

+roper fnctioning of +trap

-ent

+roper &ater seal

Avoid sip$on action li'e S trap

Redce emission of se&er gases

and smell


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P%'-ing


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Aigning o/

He"!"ce 8"n"

In Mini,0!o(o:e!

(!o3ec$


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Longi$%in" Sec$ion) in Mini,0!o(o:e!

(!o3ec$


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2.7 Le"e!),i( "n M"n"ge'en$

Arranging meetings &it$ different parties regarding t$e isses at

t$e site *Constrction# Safet" 5 6t$er isses

Coordinate &it$ all pro(ect team members to ac$ieve targets.

7ssing site instrctions to follo& p t$e dra&ings and approved

met$odologies to maintain t$e 0alit".

Trained t$e trainees in order to ac$ieve t$e targets and 0alit".

/aintained a good interaction &it$ t$e Emplo"er# Consltant and

Contractor.

Arranging a&areness programs for varios tec$nical matters.

Arranging meetings &it$ different parties regarding t$e isses at

t$e site *Constrction# Safet" 5 6t$er isses

Coordinate &it$ all pro(ect team members to ac$ieve targets.

7ssing site instrctions to follo& p t$e dra&ings and approved

met$odologies to maintain t$e 0alit".

Trained t$e trainees in order to ac$ieve t$e targets and 0alit".

/aintained a good interaction &it$ t$e Emplo"er# Consltant and

Contractor.

Arranging a&areness programs for varios tec$nical matters.


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2.4 8o''%nic"$ion > In$e!(e!)on" S5i)

+articipating progress revie& meetings and site meetings

+reparation of mintes 5 +reparation of detailed progress report for

mont$l" progress meeting.

Commnicating &it$ relevant at$orities &it$in t$e organization and

otside.

S$aring 'no&ledge &it$ sbordinate# ot$er site peoples and

arranging discssion to clarif" problems.


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Le"e!),i(

"n co''%nic"$ion

8ig$er accrac" in setting ot#

placement of tile re0ired

Trained tec$nical staff to

se Total Station for setting

ot

4ell commnication

Solving problematic

sitation


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2.? P!o/e))ion" 8on%c$

+articipated in C+! corses condcted b" )niversities #

7ES# 5 CEC9 raining nit.

Condcted Engineering activities conforming to

standards.

+roper action and concept to mitigate environmental

isses.

Arrange mont$l" meeting 5 Site inspection to c$ec'

&$et$er t$at safet" of site is compliance &it$ Safet"

/anal.


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7. S$!%c$%!" e)ignP!o3ec$ @ P!o(o)e Fo%! S$o!ie W"! 8o'(e /o! Gene!"

Ho)(i$" #Te"c,ing& An%!","(%!"!esign 7nformation

7nitial member sizing

!esign of Slab

!esign of 9eams

!esign of Staircase

Frame anal"sis

Colmn design!esign of Fondations

T,i) :") c"!!0 o%$ "cco!ing $o $,e E%!o 8oe 2

#9SEN 1BB2*1*1@2++4&


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Ini$i" e)ign * S"- T,ic5ne))

Selection of cover *9SEN 1BB2*1*1@2++4D cl =.=.1.1*2

9ar diameter @ cl =.=.1.2*3 Exposre class @ Table =.1

Strengt$ class @ cl =.=.1.2* Fire resistance 7strctE

/analBT.1&

Span; effective dept$ ratio Strctral s"stem #/anal for t$e design of

concrete bilding strctres# to EC2B Table3 5 raded examples in r;f concrete design to

EC2# 3rd edition b" +ri"an !ias and Desa&an Siva'mar &

for 6ne &a" spanning# continos slab 3

for T&o &a" spanning# continos slab =2

S"- $,ic5ne)) e//. e($, 12 -"! i"'e$e! co;e!

7.2 e)ign o/ S"-

l#


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• Calclate design load *7StrctE /analBT3.2

*1.3g'1.0'

• Calclate bending moments *7StrctE /analB.2.3.3

msx Gsx. n.lx2

ms" Gs". n.lx2

• Calclate s$ear forces *Re"noldsHs 8and 9oo'BT2.=3

vsx Gvx. n.lx

vs" Gv". n.lx

>

ly

l#

m/

m#

m

my

m=

m4

ly

l#

v3

v2

v1

v=

One :"0 S"- e)ign Calclate bending moments *7StrctE /analBT.2

Calclate s$ear forces *7StrctE /analBT.2

S"- e)ign #8on$=&

T:o :"0 S"- e)ign


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• 8"c%"$e !ein/o!ce'en$ *7StrctE /analB.2.=.1

' /;*bd2f c' *7f ' I ,.1J># Singl" reinforced

• ever arm# ? d*,.*,.2*';1.13=,. not greater t$an ,.K

A s#re0 /;*,.L>f "' ?

• 8,ec5 /o! 'ini'%' "!e" o/ !ein/o!ce'en$ *cl K.2.1.1*1

As#min ,.2Jfctm.bt.d;f"' M ,.,,13btd

• 8,ec5 '"i'%' "!e" o/ !ein/o!ce'en$ *cl K.2.1.1*3

As#max ,.,=Ac

• 8,ec5 /o! )("cing *clK.3.1.1*3

Smax 2d or 2, &$ic$ever lesser

• 8,ec5 /o! e/ec$ion *cl >.=.2*2

*l;d Actal I *l;d Allo&able

Slab !esign*Contd...


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Seec$ion o/ co;e! "n -e"' :i$, *9SE: 1KK2112,,=D cl =.=.1.1*2

• 9ar diameter @ cl =.=.1.2*3 Exposre class @ Table =.1

• Strengt$ class @ cl =.=.1.2* Fire resistance 7strctE

/analBT.1, 5.11

8"c%"$e $,e e($,

Span; effective dept$ ratio Strctral s"stem #/anal for t$e design of

concrete bilding strctres# to EC2B Table3&

for simpl" spported beam 1=

for continos beam 1L

7.7 e)ign o/ 9e"'


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8"c%"$e $,e e)ign o"

O-$"in $,e o" co'-in"$ion #c ?.1.7#1&&

An"0ze $,e -e"'

•

Mo'en$ i)$!i-%$ion 'e$,o %)ing /ie en'o'en$

• F!"'e "n"0)i) %)ing SAP2+++

!": 9M > SF i"g!"') "n o-$"in $,e en;eo(

8"c%"$e e//ec$i;e /"nge :i$, #c ?.7.2.1&

e)ign o/ 9e"' #8on$...&


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• 8"c%"$e !ein/o!ce'en$ *7StrctE /analB.2.=.1

' /;*bd2f c' *7f ' I ,.1J># Singl" reinforced

• ever arm# ? d*,.*,.2*';1.13=,. not greater t$an ,.K

A s#re0 /;*,.L>f "' ?

• 8,ec5 /o! 'ini'%' "!e" o/ !ein/o!ce'en$ *cl K.2.1.1*1

As#min ,.2Jfctm.bt.d;f"' M ,.,,13btd

• 8,ec5 '"i'%' "!e" o/ !ein/o!ce'en$ *cl K.2.1.1*3

As#max ,.,=Ac

e)ign o/ 9e"' #8on$...&


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!esign of s$ear reinforcement

C$ec' for crs$ing of diagonal strt of concrete at a distance less NdO fromspport *cl J.2.1*L

Calclate s$ear resistance &it$ot s$ear lin'*cl J.2.2*1

7f it is not satisf"# calclate s$ear reinforcement*cl J.2.3*3

As& -Rds S;*?f "dcotP

C$ec' for maximm spacing *cl K.2.2*J ,.>d*1cotQ

C$ec' for s$ear reinforcement ratio # &Mmin

C$ec' for deflection *cl >.=.2*2


Crtailment of reinforcement

e)ign o/ 9e"' #8on$...&


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Ini$i" e)ign o/ 8o%'n #A!e"&

Selection of cover

Fire resistance @ 6ne and $alf $ors for colmn

Calclation of action

Calclation of &ind action @ C+3.C$apter -21K>2

Frame anal"sis sing SA+2,,,-1= for load combination

Calclate effective $eig$t of t$e colmn*cl .L.3.2*3 @)nbraced

member

C$ec' for slenderness

7.4 e)ign o/ 8o%'n


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C$ec' , I 2R I >,,

Calclate &aist t$ic'ness Calclation of loading

factor of slope R 2 2 1;2 ;

Calclation of reinforcement!esign for bending find */ #' # ? # As#re0

C$ec' for deflection *cl >.=.2*2


C$ec' for S$ear *cl J.2.2.1*1

-Ed I -Rd#c

7.? e)ign o/ S$"i!c")e

*Allen boo'


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Calclate t$e loads

-ertical !ead *! and ive oads * $orizontal 4ind *4

Anal"sis &ere done sing SA+2,,,-1=

7.6 F!"'e "n"0)i)

Fig ? Dead loads


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F!"'e "n"0)i) #con&

Fig ? 6ind loads


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e)ign o/ P" /o%n"$ion

Calclate t$e base dimension

Area of 9ase Service load ; 9earing capacit" of soil

Calclate critical bending moment

Calclation of reinforcement

find ' # ? # As#re0

8,ec5 /o! '" > 'in )$ee

C$ec' for vertical line s$ear

C$ec' for +nc$ing S$ear *at face# NdO # N2dO

=:

7.J e)ign o/ Fo%n"$ion


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