syllibus-cc601

7/23/2019 syllibus-cc601

1/9

RESTRICTED CC601 Structural Analysis 2

POLYTECHNICSMINISTRY OF HIHER ED!CATION MALAYSIADEPARTMENT OF CI"IL ENINEERIN

CO!RSE # CC601 STR!CT!RAL ANALYSIS 2

INSTR!CTIONAL D!RATION # 1$ %EE&S

CREDIT'S( # 2

PRERE)!ISITE'S( # NONE

SYNOPSIS

STRUCTURAL ANALYSIS 2 equips students with knowledge of facts and basic

pinciples in anal!sing the foces in tuss "e"bes and dawing the influence line fo

bea" and tuss# The calculations of foces co$e both the staticall! dete"inate and

indete"inate tusses# The couse also co$es the "ethod of unit load in

dete"ining the %oint displace"ent of tusses due to e&tenal loading' te"peatue

changes' fabication eos and ca"be#

LEARNIN O!TCOMES

Upon co"pletion of this couse' students should be able to(

)# appl! knowledge on the intenal foces in dete"inate and indete"inate

tusses coectl!# *C+,

2# e&plain pecisel! the displace"ent of a tuss %oint due to e&tenal foces'

te"peatue changes' fabication eos and ca"be# *C-,

+# elate knowledge to illustate cleal! the influence lines fo staticall!

dete"inate bea"s and tusses# *A-,

"*rsi+n#0,0$10-1.1-E/*cti*#1D*c**r2011 1/9 RESTRICTED


2/9


S!MMARY '30 LECT!RE # 1$T!TORIAL(

RTA

1.0 ANALYSIS OF STATICALLY DETERMINATE 2D PIN4

5OINTED TR!SSES

This topic co$es the application of "ethod of %oints and "ethod ofsections to dete"ine the foces in tusses#

2.0 THE 5OINT DISPLACEMENT OF STATICALLY

DETERMINATE 2D PIN45OINTED TR!SSES

This topic co$es the application of unit load "ethod fo sol$ingthe %oint displace"ent of 2. pin/%ointed tusses#

3.0 ANALYSIS OF STATICALLY INDETERMINATE 2D PIN4

5OINTED TR!SSES

This topic intoduces the application of foce "ethod o unit load"ethod in anal!sing the indete"inate tusses#

.0 INFL!ENCE LINES FOR 7EAMS

This topic intoduces students to the application of influencelines in dete"ining the "a&i"u" shea foce and bending"o"ent at a section of a bea" sub%ected to a seies of "o$ingloads# The topic also co$es the calculation of the absolute"a&i"u" "o"ent due to "o$ing loads#

$.0 INFL!ENCE LINES FOR STATICALLY DETERMINATETR!SSESThis topic intoduces students to the application of influence linesin dete"ining the "a&i"u" foce in tusses sub%ected to"o$ing loads#

RTA # R*c+*n8*8 Ti* All+cati+n

"*rsi+n#0,0$10-1.1-E/*cti*#1D*c**r2011 2/9

'06 # 03(

'06 # 03(

'06 # 03(

'06 # 03(

'06 # 03(

RESTRICTED


3/9


SYLLA7!S

1.0 ANALYSIS OF STATICALLY DETERMINATE 2D PIN45OINTED TR!SSES.

)#) Undestand the application of "ethod of %oints and "ethod of sections

in dete"ining the foces in tusses)#)#) 0&plain t!pes of tusses#)#)#2 .iffeentiate between dete"inate and indete"inate tusses#)#)#+ 0&plain tension "e"bes and co"pession "e"bes#)#)#- State the s!"bol fo tension and co"pession "e"bes#)#)#1 0&plain the "ethod of %oints#)#)# 0&plain 3eo/foce "e"bes#)#)#4 .ete"ine the tuss "e"bes foces using the "ethod of

%oints#)#)#5 0&plain the "ethod of sections#)#)#6 .ete"ine the tuss "e"bes foces using the "ethod of

sections#

2.0 THE 5OINT DISPLACEMENT OF STATICALLY DETERMINATE 2D PIN45OINTED TR!SSES

2#) Undestand the application of $itual wok "ethod o unit load "ethodin dete"ine the displace"ent of a tuss %oint2#)#) 0&plain the pinciple of $itual wok#2#)#2 State the %oint displace"ent fo"ula fo a tuss dei$ed fo"

the "ethod of $itual wok o unit load "ethod#2#)#+ .ete"ine the $etical' hoi3ontal and esultant displace"ent

of the tuss %oint due to e&tenal loads#

2#)#- 0&plain the effect of te"peatue' fabication eos andca"be#2#)#1 State the displace"ent fo"ula of a tuss %oint due to

te"peatue changes' fabication eos and ca"be#2#)# .ete"ine the displace"ent due to te"peatue changes'

fabication eos and ca"be#

3.0 ANALYSIS OF STATICALLY INDETERMINATE 2D PIN45OINTEDTR!SSES

+#) Undestand the basic concept of foce "ethod o unit load "ethod fo

sol$ing the indete"inate tusses+#)#) 0&plain indete"inate tusses#+#)#2 .iffeentiate between intenal staticall! indete"inate and

e&tenal indete"inate tusses#+#)#+ 0&plain the pinciple of foce "ethod o unit load "ethod#+#)#- .ete"ine the intenal foces in tuss "e"bes using the foce

"ethod o unit load "ethod#

.0 INFL!ENCE LINES FOR 7EAMS

-#) Undestand the basic concept and the i"potance of influence lines-#)#) .aw the influence line diaga" fo eaction' shea foce and

bending "o"ent fo(a# Si"pl! suppoted bea"



4/9


b# Si"pl! suppoted bea" with one end hangingc# Si"pl! suppoted bea" with two ends hanging#

-#)#2 Calculate the shea foce and bending "o"ent using theinfluence lines diaga" fo a bea" sub%ected to a set of"o$ing loads(a# point loadsb# unifo"l! distibuted loadsc# co"bination of point loads and distibuted loads#

-#)#+ .ete"ine the "a&i"u" shea foce and bending "o"ent at acetain section of a bea" due to loads in -#)#2#

-#)#- .efine the absolute "a&i"u" "o"ent#-#)#1 .ete"ine the absolute "a&i"u" "o"ent in a si"pl!

suppoted bea" sub%ected to a seies of "o$ing point loads#

$.0 INFL!ENCE LINES FOR STATICALLY DETERMINATE TR!SSES1#) Undestand the "ethod to constuct the influence line fo intenal

foces in a tuss "e"be1#)#) .aw the influence line fo a tuss "e"be foce#1#)#2 Co"pute the "a&i"u" foce in a tuss "e"be due to

"o$ing loads using the influence line diaga"#



5/9

CL7)

CL72

CL7+


ASSESSMENT

The couse assess"ent is caied out in two sections

i. C+urs*9+r: 'CA(Cousewok is continuous assess"ent that "easues knowledge'technical skills and soft skills#

ii. Final E;ainati+n 'FE(8inal e&a"ination is caied out at the end of the se"este#

The pecentage atio of 80 to CA shall follow the guideline stated in theAraanu>*ra


6/9


CLO3 :elate knowledge to illustate cleal! the influence lines fo staticall!dete"inate bea"s and tusses#

*9, efes to the quantit! of assess"ent#

4



7/9


REFERENCES

>ibbele' R#C# *)666,#Structural Analysis# -th# 0dition# New ?ese!( @entice/>all#

edfod' A# B # 8owle# *)661,#Statics En>in**rin>.London( Addison/esle!#

Dhali' A# B A#E# Ne$ille# *)652,#Structural Analysis.London( Chap"an B >all#

Logie' F#8# *)66),. Structur*47asic T Sa=l* Pr+l*s'Malay

translati+n(.Fuala Lu"pu( .ewan ahasa dan @ustaka#

Eashal' #T# B >#E# Nelson# *)66:,#Structur*s.+d# 0dition# London( Long"anLogie G Te%e"ahan @of# Ead!a Is"ail >assan ( Stuktu#T*+ri Asas 8*n>anC+nt+< P*ny*l*saian.

Russell C# >ibbele *2::4, Stuctual Anal!sis *4th 0dition, H>adco$e'

A"a3on#co"



8/9


MATRI OF CO!RSE LEARIN O!TCOMES 'CLO( "S PRORAMME LEARNIN O!TCOMES 'PLO(

Co"pliance to @L7 Reco""endedCouse Leaning 7utco"es *CL7, @L7) @L72 @L7+ @L7- @L71 @L7 @L74 @L75 @L76 .eli$e! Assess"ent

L.) L.2 L.+ L.- L.1 L. L.4 L.5 L.6 Eethods

)# appl! knowledge on the intenalfoces in dete"inate and

indete"inate tusses coectl!#

2# e&plain pecisel! thedisplace"ent of a tuss %oint dueto e&tenal foces' te"peatuechanges' fabication eos andca"be#

=

C+

=

C-

Inteacti$eLectue'Tutoial


9/9

RESTRICTEDCC601 Structural Analysis 2

DISTRI7!TION OF ST!DENT LEARNIN TIME

ACCORDIN TO CO!RSE LEARNIN 4 TEACHIN ACTI"ITY

N+. L*arnin> an8 T*ac Actiity SLT

FACE TO FACE)#: .eli$e! Eethod

)#) Lectue H2 hou*s, & )1 week*s, +:

)#2 @actical H: hou*s, & )1 week*s,

)#+ Tutoial H) hou*s, & )1 week*s, )1

2#: Cousewok Asses"ent *CA,2#) Lectue/hou/assess"ent

/ Test H 2I/

Documents

syllibus-cc601