Adrc Course Plan

7/23/2019 Adrc Course Plan

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DEPARTMENT OF CIVIL ENGINEERINGShri Madhwa Vadiraja Institute of Tehno!o"# and Mana"e$ent

%A &nit of Shri Sode Vadiraja Mutt Eduation Trust'( &du)i*

Vishwothama Nagar, Bantakal – 574 115, Udupi District, Karnataka, INDI

COMPLETE CO&RSE FILE %A+ , -./01/2*

Course Tit!e Ad3aned desi"n of RCstrutures

S!4No4

Partiu!ars Content Pa"e No4

1 Course Details

1.1 Primary Information

1.2 Course Content

1.3 Text Books

1.4 Reference Books

2 Course Plan

2.1 Course Learning !"ecti#es $CL%s&

2.2 Course utcomes $C%s&

2.3 'ali(ation of Course outcomes

2.4 )a**ing of Cos +it, Ps

3-ssessment tools an(

(ata

3.1 Denition of assessment tools

3.2 -ssessment (ata

4 -ttainment of Courseutcomes

4.1 )easurement of C attainment

4.2 Remarks

/4 Course Detai!s

/4/ Pri$ar# Infor$ation

/u!"ect 0ame -(#ance( (esign of RC structures

/u!"ect Co(e 1 C' 2

Teac,ingDe*artment

Ci#il 5ngineering

Teac,ing6ours78eek

47$T,eory7 Practical&

Internal-ssessment$)in7)ax&

72

/emester5xamination$)in7)ax&

371

Total )arks

$)in7)ax& 712 Total 6ours 2

Pre9re:uisite Basic )at,ematics; RCC; /tructuralanalysis

1



<acultyRe*resentati#e

/ant,os, =umar D

Course Coor(inator /ant,os, =umar D

2



/4- Couse Content %S#!!a5us*

To)i Tit!e To)is to 5e o3eredTo)i Le3e! Outo$es %TLO6s*

Duration-t t,e en( of t,e to*ic t,e stu(ent s,oul( !e a!le to

/4 +ie!d !ineana!#sis of

s!a5s 5#3irtua!wor74

• Intro(uction; /ign con#ention;

• Basic *rinci*le of yiel( line t,eory;assum*tions of yiel( line analysis; rulesfor *re(icting yiel( *atterns an( locatingt,e axes of rotation of sla!s +it, (i>erent*lan forms an( !oun(aries;

• T,e u**er an( lo+er !oun( t,eorems;• -nalysis of rectangular; s:uare; circular;

triangular one9+ay continuous sla!*ro!lems to (etermine t,e location of yiel( lines an( to (etermine t,e colla*seloa( a**lying t,e t,eoretical formulationsof met,o( of #irtual +ork.

1. /tate t,e limitations of elastic analysis of

reinforce( concrete sla!s; ? ex*lain t,e meaning

of yiel( lines2. 5x*lain t,e !asic *rinci*le of yiel( line t,eory3. /tate t,e c,aracteristics of yiel( line *atterns4. /tate t,e rules for *re(icting yiel( *atterns an(

locating t,e axes of rotation of sla!s +it,(i>erent *lan forms an( !oun(aries

. -naly@e rectangular; s:uare; circular; triangular;

one9+ay continuous sla! *ro!lems

A. Calculate colla*se loa( an( ultimate moment for

rectangular; s:uare; circular; triangular sla!s .

,ours

-4 +ie!d !ineana!#sis ofs!a5s 5#e8ui!i5riu$$ethods

• Intro(uction; Deri#ation of colla*se loa(an( ultimate moment for rectangular;s:uare; circular; triangular sla!s usinge:uili!rium met,o(

• -nalysis of rectangular; s:uare; circular;

triangular one9+ay continuous sla!

*ro!lems to (etermine t,e location of

yiel( lines an( to (etermine t,e colla*seloa( a**lying t,e t,eoretical formulations

of met,o( of #irtual +ork.

1. Calculate colla*se loa( an( ultimate moment for

rectangular; s:uare; circular; triangular sla!s using

e:uili!rium met,o(

2. -naly@e rectangular; s:uare; circular; triangular;

one9+ay continuous sla! *ro!lems

A ,ours

94 Desi"n ofGrid F!oorsS!a5s 5#a))ro:i$ate $ethod4

• Intro(uction;a**lications;a(#antages;(isa(#antages

• -nalysis of gri( sla! using Rankine9ras,o> met,o(

•-nalysis of gri( sla! using I/ 4A met,o(

1. 5x*lain t,e a**lications ;a(#antages;

(isa(#antages

2. -naly@e? (esign gri( sla! using Rankine9ras,o> met,o(

3. -naly@e ? (esign gri( sla! using I/ 4A met,o(met,o(

A ,ours

3



4



;4 Desi"n ofsi!os and5un7ers

• Design of silos; !unkers using anssen%s T,eory an( -iry%s T,eory

1. Design (i>erent !unkers2. Design (i>erent /ilos

,ours

04 Desi"n ofRCCChi$ne#s4

• Intro(uction

• /tresses in c,imney s,aft (ue to self9+eig,t an( +in(

• Com!ine( e>ect (ue to self9+eig,t +in(? tem*erature

1. /elect suita!le (imensions of c,imney2. -naly@e ? (esign for #arious stresses ,ours

24 Desi"n of<at s!a5s

• Intro(uction;a**lications;a(#antages;(isa(#antages

• Com*onents of at sla! construction

• In(ian co(e recommen(ations; (irect(esign met,o(; e:ui#alent framemet,o(

1. 5x*lain t,e a**lications ;a(#antages;(isa(#antages

2. -naly@e? (esign at sla! +it, (ro*; +it,out(ro* using (esign met,o(; e:ui#alent framemet,o(

3. -naly@e? (esign at sla! using I/ 4A met,o(

A ,ours

=4 Desi"n ofshe!!s >fo!ded)!ates

• Intro(uction to s,ell an( fol(e( *lateroofs; t,eir forms an( structural !e,a#ior.

• Design of sim*le cylin(rical s,ell roof !y

!eam t,eory.

1. 5x*lain t,e a**lications ;a(#antages;

(isa(#antages2. Design sim*le cylin(rical s,ell roof !y !eam

t,eory.

?4 Desi"n ofRCC watertan7s

• Design of RCC o#er,ea( circular an(

rectangular +ater tanks +it, su**ortingto+ers.

1. -!le to use e>ecti#ely I/ 4A E 2 I/ 33 E

1FA $Part I; II an( I/ 1GF3& for li:ui( retaining

structures

2. Design RCC o#er,ea( circular an( rectangular+ater tanks +it, su**orting to+ers.

G ,ours



/49 Te:t @oo7s

0il

/4; Referene @oo7s

1. Reinfored Conrete Strutures( Vo!1II9 B C Punmia Laxmi Pu!lications $P& Lt(; 0e+ Del,i.2. Li$it State Desi"n of Reinfored Conrete Vo!1II 9 P C 'arg,esePrentice 6all of In(ia $P& Lt(; 0e+ Del,i.3. P!ain and Reinfored Conrete , Vo!1II9 ai =ris,na an( ain;0em C,an( Bros; Roorkee.4. Ana!#sis of Strutures1 Vo!1II 'a@irani ' 0 ? ) ) Rat+ani =,anna Pu!lis,ers; 0e+ Del,i.. Desi"n Constrution of Conrete She!! Roofs Ramas+amy / CB/ Pu!lis,ers an( Distri!utors; ne+ Del,i.A. Ad3aned Strutura! Desi"n9 Bensen C. IS ;02 , -... IS 99=. , /2= $Part I; II an( I/ 1GF3&G. Ad3aned RCC Desi"n1 Vo!1II;9 /. /. B,a#ikatti 0e+ -geInternational Pu!lication; 0e+ Del,i.

A



-4 Course P!an

-4/ Course Learnin" O5jeti3es %CLOs*

1. To (e#elo* an un(erstan(ing of #arious ty*es of structures an( t,eir !uilt to

facilitate t,e *erformance of #arious acti#ities connecte( +it, resi(ence;

trans*ortation; storage; ,ealt,care etc. in t,e el( of ci#il engineering.

2. To (e#elo* an a**reciation of *ro!lems in t,e Design an( -nalysis of C,imneys;

/ilos; Large si@e( 8ater Tanks7 8ater Treatment Plants etc.

3. To (e#elo* !asic un(erstan(ing of <5) soft+are%s useful in t,e analysis an(

(esign of structures an( structural elements

4. To im*art training for ,an(ling suc, (esign *ro"ects

. To ,a#e feel of real life situations in *lanning of suc, *ro"ects

A. To (e#elo* goo( tec,nical re*orting an( (ata *resentation skills.

-4- Course Outo$es %Cos*

-t t,e en( of t,e course t,e stu(ent +ill !e a!le to

1. Remem!er t,e #alues of minimum an( maximum cement consum*tion in section

of t,e !eams an( columns an( tank +alls or(inarily use( in e#ery (ay structure.

2. I(entify t,e #arious ty*es of (eformations in (i>erent structures e.g. com*ression

tension ,oo* occurring at a *articular structure at least :ualitati#ely.

3. Design a structure7com*onent; to meet (esire( nee(s +it,in realistic constraints

suc, as economy;

en#ironment frien(ly; safety; #ia!le construction an( its sustaina!ility as *er t,e

co(al *ro#isions.

4. -naly@e an( (esign (i>erent elements of reinforce( concrete structural elements

un(er gra#ity loa(s an( su!mit t,e (esigns in com*lete an( concise manner.

. Comment on t,e o#erall *erformance of t,e structure an( can *re(ict useful life oft,e structure.

-49 Va!idation of Course Outo$es

Course Outo$e POs !e3e! Co"niti3e Le3e!

CO/

Remem!er t,e #alues of minimum an(

maximum cement consum*tion in section of

t,e !eams an( columns an( tank +alls

or(inarily use( in e#ery (ay structure.

Hn(erstan(ing

$Le#el 2&

CO-

I(entify t,e #arious ty*es of (eformations in

(i>erent structures e.g. com*ression tension

,oo* occurring at a *articular structure at

least :ualitati#ely.

Hn(erstan(ing

$Le#el 2&



CO9

Design a structure7com*onent; to meet

(esire( nee(s +it,in realistic constraints suc,

as economy; en#ironment frien(ly; safety;

#ia!le construction an( its sustaina!ility as

*er t,e co(al *ro#isions.

-**lying

$Le#el 3&

CO;

-naly@e an( (esign (i>erent elements of

reinforce( concrete structural elements un(er

gra#ity loa(s an( su!mit t,e (esigns in

com*lete an( concise manner.

-**lying

$Le#el 3&

CO0

Comment on t,e o#erall *erformance of t,estructure an( can *re(ict useful life of t,estructure.

-**lying

$Le#el 3&

0ote 1. Cogniti#e le#els 1 to A as *er Bloom%s re#ise( Taxonomy $2&2. Ps Ele#el

-4; Ma))in" of Cos with POs

PO/ PO- PO9 PO; PO0 PO2 PO= PO? POPO/

.PO/

/PO/

-PO/

9

CO/ B

CO-CO9

CO;

/4. Assess$ent too!s and data

G



/4/ Assess$ent Too!s

T,e assessment tools to !e use( for C- are;

1. Internal -ssessment tests

2. -ssignments

3. Jui@@es

/4 First Interna! Assess$ent

Interna! Assess$ent date 1 /e*tem!er 21

4

N

o4

uestions

E:)et

ed

outo$e

Co"nit

i3e

!e3e!

Mar

7s

TLO

Measur

ed

1

a. List out the characteristics to be considered in selecting the yield

line patterns.

R e f e r - * * e n ( i x E

I

$ I - / c , e m e ? / o l u t i o

n s &

H n ( e r s t a n ( i n

g 31.3

b. A rectangular slab 4 m x 6 m in size simply supported at the

edges. The slab is expected to carry a service live load of 2.5

!"mt2 and a floor finishing load of # !"mt2. $se %2& grade

concrete and 'e 4#5 steel. (esign the slab if it is orthotropic ally

reinforced )ith % * &.+5. - *

* l y i n g

F. 1.

2

a. (erive the e,uation for the ultimate moment of resistance -mu

for isotropically reinforced simply supported s,uare slab using

virtual )or method.

H n ( e r s

t a n ( i n g 1.A

54 A right angled triangular slab is simply supported along the t)o

edges. The length the supported edges are / m 0 4 m respectively.

The slab is isotropically reinforced )ith 1 mm bars spaced at #&&mm centers both )ays. The average effective depth of the slab is 5

mm and total depth is #2& mm. (etermine the safe permissible

service live load on the slab. Assume dead load of floor finishing as

#.5 !"mt2. $se %2& grade concrete and 'e 4#5 steel - * * l y i n g

. 2.2

3

a. (erive the e,uation for the ultimate moment of resistance -mu

for isotropically reinforced polygonal slab fixed at the edges.

H n ( e r s

t a n ( i n g 2.1

F



b. (esign a reinforced circular slab for the follo)ing data3

i (iameter of slab * 5.5 m ii ervice live load * 4 !"mt2

iii 'loor finishing load* # !"mt2 iv $se %2& grade concrete

and 'e 4#5 steel. lab is simply supported at the edges - * * l y i n g

. 2.2

1



/4- Assess$ent Data

First Interna! Mar7s

SL4NO

&SN NAME 4 No4 /%a*/%5*

-%a*-%5

*9%a*

9%5*

Ma: Mar7s.9

4

0.0 =40 .-

/.4

0

14)812C'

4-I/68-R- 65D5 - 3 . . 0- 0-

24)812C'

A-L<-K 3 F. . 0- 0-

34)812C'

12-/6=- B 3 F. 3 0- 0-

44)812C'

1DI/6- 3 &5

0- 0-

4)812C'

2A0I=6IL /65TT 3 F. 0- 0- 0- #&.5

A4)812C'

3A/=-0D- PR-/-D 3 . 0- 0- &2 &1

4)812C'

41'I'I0- 'ICTRI- /-LD-06- 3 . 4.5 0- 0-

G4)813C'4

1 P-L 3 F. 0- 0- 0- 1.5

F4)813C'4

PR-D55P- /65TT 3 F. 0- 0- 0- &1

14)813C'4

F/-C6I0 / 3 &5 0- 0-

114)813C'4

12/-0=5T6 = 2 4 &4 0- 0-

124)813C'4

14/6-R-0- 8D- P-TIL 2 4 &5 0- 0-

11



134)813C'4

1A/6-/6I=H)-R C =TI0 2 G +.5 0- 0-

144)813C'4

1/6RID6-R-./ 3 F +.5 0- 0-

14)813C'4

2'I0- D P 3 4 &6 0- 0-

Tota! Mar7s ;-//;

0- 62.5 02 35

A3era"e Mar7s -4?=42

;4-= 5.68 02 8.75

A3era"e Mar7s%Perenta"e*

9499

?. ?04;.

=04=9

/..

?9499

TLOs $easured for the8uestion

/49/40

/42 -4--4/

-4-

12



II4 Assi"n$ents

4

N

o4

uestions

Co"nit

i3e

!e3e!

TLO

Measure

d

Date of

Su5$issio

n

1

1. /tate t,e limitations of elastic analysis of

reinforce( concrete sla!s; ? ex*lain t,e meaning

of yiel( lines

H n ( e r s t a n (

i n g

1.1

2 G - u g u s t 2 1 4

2

- rectangular sla! 3 m x m in si@e sim*ly

su**orte( at t,e e(ges. T,e sla! is ex*ecte( to

carry a ser#ice li#e loa( of 2. k07mt2 an( a oor

nis,ing loa( of 1 k07mt2. Hse )2 gra(e concrete

an( <e 41 steel. Design t,e sla! if it is ort,otro*ic

ally reinforce( +it, ) ..

- * * l y i n g

1.

Assess$ent Data

Assi"n$ents

SL4NO &SN NAME

Mar7s Sored

Assi"n$ent No

/ - 9

0o of Juestions

2

Ma: Mar7s 0

1 4)812C'4 -I/68-R- 65D5 - 3

2 4)812C'A -L<-K 3

3 4)812C'12 -/6=- B 3

4 4)812C'1 DI/6- 3

4)812C'2A 0I=6IL /65TT 3

A 4)812C'3A /=-0D- PR-/-D 3

4)812C'41 'I'I0- 'ICTRI- /-LD-06- 3

G 4)813C'41 P-L 3

F 4)813C'4 PR-D55P- /65TT 3

1 4)813C'4F /-C6I0 / 3

11 4)813C'412 /-0=5T6 =

3

12 4)813C'414 /6-R-0- 8D- P-TIL 3

13 4)813C'41A /6-/6I=H)-R C =TI0 3

13



14 4)813C'41 /6RID6-R-./ 3

1 4)813C'42 'I0- D P 3

Tota! Mar7s ;0

A3era"e Mar7s 94..

A3era"e Mar7s %Perenta"e* 2.4..

TLOs $easured for the 8uestion/4//40

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Adrc Course Plan