COURSE SPECIFICATIONS Bachelor of Science in Civil Enineerin 1. TECH TECHNI NICA CAL L COUR COURSE SES S A. MATH MATHEM EMAT ATIC ICS S Course Name
Course Description
Number of nits for !ecture and !aboratory
COLLEGE ALGEBRA Algebraic Algebraic expressions and equations; equations; solution sets of algebraic equations in one variabl variable: e: linear linear,, quadrat quadratic, ic, polyno polynomia miall of degree degree n, fractional, fractional, radical equa equati tions ons,, quad quadra rati tic c in form form,, expon exponent entia iall and and logar logarit ithm hmic ic equa equati tion ons; s; decomposition of fractions into partial fractions; solution sets of systems of linear equations involving up to three variables. " units lecture
Number of Contact Contact #ours #ours per per $ee% $ee% " hours lecture &rerequisite
None
Course 'b(ectives
After completing this course, the student must be able to: ). 'perate 'perate and simpli simplify fy algebraic algebraic expressions; expressions; *. Determine Determine the solution solution sets sets of all types types of algebraic algebraic equations equations,, exponential and logarithmic equations; and inequalities; ". se the manipulati manipulative ve and analytical analytical s%ills s%ills acquired acquired in 'b(ectives 'b(ectives ) to * to solve +ord problems; and . -dentify -dentify the domain domain and range range of a given given relationfunct relationfunction. ion.
Course 'utline
!aboratory 2quipment
0uggested 1eferences
). /he 0et of 1eal 1eal Number Numbers s ).). ).). -nte -ntege gerr 2xpone ponent nts s ).*. ).*. &oly &olynom nomia ials ls,, 'perat 'peration ions, s, 0pec 0pecia iall &roduc &roducts ts ).". ).". 3ino 3inomi mial al 2xp 2xpan ansi sion on 43i 43ino nomi mial al /he /heor orem em55 ).. ).. 6act 6actor orin ing g &oly &olyno nomi mial als s *. 1ation 1ational al 2xpres 2xpressio sions ns *.). *.). 1ules 1ules of 2xpo 2xponen nents; ts; 0impl 0implifi ificat cation ion of 1ati 1ationa onall 2xpress 2xpression ions; s; 'perations on 1ational 2xpressions *.*. *.*. &ropert &roperties ies of 1adi 1adical cals; s; 0imp 0implif lifica ication tion of 1adi 1adical cals s *.". *.". 'per 'perat atiions ons on 1ad 1adic ical als s *.. Complex Numbe umberrs ". 2quatio 2quations ns in 'ne 'ne 7aria 7ariable ble ".). ".). !ine !inear ar 2qu 2quat atio ions ns;; !ite !itera rall 2qua 2quati tion ons s ".*. ".*. 8uadr 8uadrat atic ic 2qua 2quati tions ons in 'ne 'ne 7ari 7ariabl able e ".". $ord &roblems ".. ".. 'ther 'ther 2quati 2quations ons in 'ne 'ne 7ariab 7ariable: le: 1adi 1adical cal,, 6ractio 6ractional, nal, 8uadr 8uadrati atic c in 6orm ".9. ".9. &oly &olynom nomia iall 2qua 2quati tion on of Degr Degree ee n . 6unct unctiions ons .). .). -nv -nverse erse 6uncti nctio ons .*. .*. 2xpo 2xpone nent ntia iall and and !ogar !ogarit ithm hmic ic 6unc 6uncti tions ons .". .". 2xpo 2xpone nent ntia iall and and !ogar !ogarit ithm hmic ic 2qu 2quat atio ions ns 9. 0ystems 0ystems of !inear !inear 2quations 2quations 4by 2liminat 2limination ion ethods5 ethods5 . Decompositio Decomposition n of 1ational 1ational 2xpressions 2xpressions into into &artial 6ractio 6ractions ns None Dugopols%i, ar%. College Algebra, Algebra, "rd ed. Addison<$esley, *==*. !eithold, !ouis. College Algebra and Trigonometry . assachusetts: Addison<$esley, )>?>. i(ares, Catalina. College Algebra. Algebra. 0+o%o+s%i, 2arl $. and @effrey A. Cole. Algebra Cole. Algebra and Trigonometry with Analytic Geometry , )=th ed. 3roo%sCole &ublishing Co., *==).
Course Name
A!"ANCE! ALGEBRA
Course Description
atrice atrices s and determi determinant nants; s; arithm arithmeti etic c and geomet geometric ric series series;; solutio solution n sets sets of different types of inequalities and systems involving quadratics; solution of linear equations using determinants and matrices.
Number of nits for !ecture and !aboratory
* units lecture
Number of Contact #ours per $ee%
* hours lecture
&rerequisites
College Algebra
Course 'b(ectives
After completing this course, the student must be able to: ). Determine Determine the the solution solution sets sets of inequalitie inequalities; s; *. Determine Determine the solution solution sets of of systems involvin involving g quadratics; quadratics; ". se the manipulativ manipulative e and analytical analytical s%ills s%ills acquired acquired in 'b(ective 'b(ective * to solve +ord problems; . 'perate 'perate and manipula manipulate te matrices matrices and determinants determinants;; 9. 0olve systems systems of linear linear equations equations using using matrices matrices and determinants; determinants; and and . Determine Determine the indicated indicated sum of the the elements elements in an arithmetic arithmetic and geometric geometric sequence.
Course 'utline
!aboratory 2quipment
0uggested 1eferences
). -nequ -nequal alit itie ies s ).). ).). !inear, !inear, 8uadra 8uadratic tic,, and &olyno &olynomia miall -nequal -nequality ity ).*. ).*. !ine !inear ar -ne -nequa quali liti ties es +it +ith h Abso Absolu lute te 7al 7alue ue *. 1atio, 1atio, &ropor &roportio tion, n, and 7ariat 7ariation ion ". Dete Determ rmin inan ants ts ".). .). 2xpa 2xpans nsio ion n by ino inors rs ".*. ".*. 0olu 0oluti tion on of of !ine !inear ar 0ys 0ystem tems s by Cra Cramer mers s 1ul 1ule e . atr atric ices es .). -dent entity atr atrix .*. Cofactor atrix .". .". /ran /rans spose pose of a at atri rix x .. Ad(oint oint atrix .9. .9. -nv -nverse erse of a atr atrix ix .. .. Algebra Algebra on on atrice atrices s 40um and and Differe Difference, nce, 0cal 0calar ar ultip ultiplic licatio ation, n, atrix ultiplication5 .B. .B. 0olu 0oluti tion on of of !ine !inear ar 0ys 0ystem tems s sin sing g atr atric ices es 9. 0equ 0equen ence ce and and 0erie 0eries s 9.). 9.). Arit Arithm hmeti etic c and and eom eometr etric ic eans eans 9.*. 9.*. Arit Arithm hmeti etic c and and eom eometr etric ic 0equ 0equenc ences es 9.". 9.". Arit Arithm hmeti etic c and and eom eometr etric ic 0eri 0eries es 9.. -nfinite 0eries . Combin Combinato atoria riall athemat athematics ics .). 0equences .*. .*. /he /he 6ac 6acto tori rial al of a Num Numbe berr .". .". 6undam 6undament ental al &rinci &rinciples ples of of Counting Counting,, &ermuta &ermutation tion,, and Combina Combination tion .. 3inomi omial /heorem .9. .9. ath athem emat atic ical al -ndu -nduct ctio ion n None Dugopols%i, ar%. College Algebra, Algebra, "rd ed. Addison<$esley, *==*. !eithold, !ouis. College Algebra and Trigonometry . assachusetts: Addison< $esley, )>?>. 0+o%o+s%i, 2arl $. and @effrey A. Cole. Algebra Cole. Algebra and Trigonometry with Analytic Geometry , )=th ed. 3roo%sCole &ublishing Co., *==).
Course Name
PLANE AN! SPHERICAL TRIGONOMETR#
Course Description
/rigonometric functions; identities and equations; solutions of triangles; la+ of sines; la+ of cosines; inverse trigonometric functions; spherical trigonometry
Number of nits for !ecture and !aboratory
" units lecture
Number of Contact #ours per $ee%
" hours lecture
&rerequisite
None
Course 'b(ectives
After completing this course, the student must be able to: ). Define Define angles angles and ho+ they they are are measured; measured; *. Define Define and evaluate evaluate each each of the six trigonom trigonometric etric function functions; s; ". &rove &rove trigonom trigonometri etric c functi functions ons;; . Define Define and evaluate evaluate inverse inverse trigonometr trigonometric ic functions; functions; 9. 0olve 0olve trigono trigonometr metric ic equation equations; s; . 0olve problems problems involving involving right right triangles using using trigonometri trigonometric c function definitions for acute angles; and B. 0olve problems problems involvi involving ng oblique triangles triangles by by the use of the sine and and cosine la+s.
Course 'utline
!aboratory 2quipment
0uggested 1eferences
). /rigon /rigonome ometri tric c 6uncti 6unctions ons ).). .). Angl Angles es and and ea eas surem uremen entt ).*. ).*. /rig /rigon onom omet etri ric c 6unc 6uncti tions ons of Angl Angles es ).". ).". /rig /rigon onom omet etri ric c 6unc 6uncti tion on 7alu 7alues es ).. ).. /he /he 0in 0ine e and and Cosi Cosine ne of 1eal 1eal Numb Number ers s ).9. ).9. raphs raphs of of the the 0ine 0ine and Cosine Cosine and 'ther 'ther 0ine 0ine $aves $aves ).. ).. 0olu 0oluti tion ons s of of 1ig 1ight ht /ria /riang ngle le *. Analyt Analytic ic /rigono /rigonomet metry ry *.). *.). /he /he 2ig 2ight ht 6und 6undame ament ntal al -den -denti titi ties es *.*. *.*. &rov &rovin ing g /ri /rigo gonom nomet etri ric c -de -dent ntit itie ies s *.". *.". 0um 0um and and Diff Differ eren ence ce -de -dent ntit itie ies s *.. *.. Doub Double le< <eas easur ure e and #alf< #alf<e eas asure ure -den -denti titi ties es *.9. *.9. -nver -nverse se /rig /rigon onom ometr etric ic 6unc 6uncti tion ons s *.. *.. /rig /rigon onom omet etri ric c 2qua 2quati tion ons s *.B. *.B. -dentit -dentities ies for for the the &roduc &roduct, t, 0um, 0um, and and Differ Difference ence of of 0ine 0ine and Cosi Cosine ne ". Applic Applicati ation on of /rigon /rigonome ometry try ".). /he !a+ of 0ines ".*. /he !a !a+ of of Co Cosines . 0pheri 0pherical cal /rigon /rigonomet ometry ry .). .). 6und 6undam amen enta tall 6orm 6ormul ulas as .*. .*. 0phe 0pheri rica call /ri /rian angl gles es None Dilley, et al. Algebra al. Algebra 2 with Trigonometry . D.C. #eath Co., )>>=. !eithold, !ouis. College Algebra and Trigonometry . Addison<$esley, )>>*. 0obel, ax A. and Norbert !erner. Algebra !erner. Algebra and Trigonometry , th ed. Ne+ @ersey: &rentice #all, -nc., )>>9.
Course Name
ANAL#TIC GEOMETR#
Course Description
2quations of lines and conic sections; curve tracing in both rectangular and polar coordinates in t+o
Number of nits for !ecture and !aboratory
* units lecture
Number of Contact #ours per $ee%
* hours lecture
&rerequisites
College Algebra &lane and 0pherical /rigonometry
Course 'b(ectives
After completing this course, the student must be able to: ). 0et up equation equations s given enough enough properties properties of lines and and conics; conics; *. Dra+ the the graph of the the given equation equation of of the line and and the equation equation of the the conic section; and ". AnalyEe AnalyEe and trace complete completely ly the curve, curve, given their their equations equations in both rectangular and polar coordinates, in t+o
Course 'utline
!aboratory 2quipment
0uggested 1eferences
). &lane &lane Anal Analyti ytic c eomet eometry ry ).). .). /he /he Car Carte tesi sian an &lan &lanes es ).*. Distan tance 6or 6orm mula ).". ).". &oin &oint< t
>". &rotter, urray #. and &hilip 2. &rotter. Calculus with Analytic Geometry , th ed. 8uirino and i(ares. Plane and Analytic Geometry , *nd ed. 1iddle, Douglas 6. Analytic 6. Analytic Geometry , th ed. 0+o%o+s%i, 2arl $. and @effrey A. Cole. Algebra Cole. Algebra and Trigonometry with Analytic Geometry , )=th ed. 3roo%sCole &ublishing Co., *==).
Course Name
SOLI! MENSURATION
Course Description
Concept of lines and planes; Cavalieris and 7olume theorems; formulas for areas of plane figures, volumes for solids; volumes and surfaces areas for spheres, pyram pyramid ids, s, and and cone cones; s; Eone, Eone, sect sector or and and segm segmen entt of a sphe sphere; re; theo theorem rems s of &appus.
Number of nits for !ecture and !aboratory
* units lecture
Number of Contact #ours per $ee%
* hours lecture
&rerequisite
Course 'b(ectives
Course 'utline
!aboratory 2quipment 0uggested 1eference
College Algebra, &lane and 0pherical /rigonometry After completing this course, the student must be able to: ). Compute Compute for the area area of plane figures; figures; *. Compute Compute for the surface surface areas and volumes volumes of different different types types of solids; solids; and ". Determine Determine the volumes volumes and surface surface areas of solids solids using other other methods methods such as the theorems of &appus. ). &lan &lane e 6igur 6igures es ).). ).). ens ensur urat atio ion n of &la &lane ne 6i 6igure gures s *. !ines !ines and and &lanes &lanes in 0pac 0pace e *.). *.). /ypic /ypical al &roo &roofs fs of 0oli 0olid d eom eometr etry y *.*. Angles ". 0olids 0olids for +hich +hich 7 F 3h ".). 0olid 0ect ections ".*. Cubes ".". ".". 1ect 1ectan angu gula larr &ara &arall llel elop opip iped ed ".. .. Cava Cavallieri ieris s /heor heorem em ".9. 7olume ume /heore orem ".. &rism ".B. .B. Cyl Cylindr indric ical al 0urf urface ace ".?. ".?. Cyli Cylinde nderr 4Cir 4Circu cula larr and and 1ight 1ight Circ Circul ular ar55 . 0olids 0olids for +hich +hich 7 F ⅓3h .). &yramids .*. 0imilar 6igures .". Cones .. .. 6rus 6rustu tum m of of 1eg 1egul ular ar &yra &yrami mid d .9. .9. 6rus 6rustu tum m of 1ig 1ight ht Cir Circu cula larr Cone Cone 9. 0phere 9.). 9.). 0urf 0urfac ace e Area Area and and 7olu 7olume me 9.*. Gone 9.". 0egment 9.. 0ector . /heo /heorem rems s of &ap &appus pus None Hern, $illis 6. and @ames 1. 3land. Solid Mensuration, Mensuration, *nd ed. Ne+ Ior%: @ohn $iley 0ons, -nc.
Course Name
!IFFERENTIAL CALCULUS
Course Description
3asic 3asic concep concepts ts of calcul calculus us such such as limits limits,, contin continuit uity y and differe differenti ntiabi abilit lity y of functions; functions; differentiation differentiation of algebraic algebraic and transcendent transcendental al functions functions involving involving one or more variables; applications of differential calculus to problems on optimiEation, rates of change, related rates, tangents and normals, and approximations; partial differentiation and transcendental curve tracing.
Number of nits for !ecture and !aboratory
units lecture
Number of Contact #ours per $ee%
hours lecture
&rerequisites
Advanced Algebra Analytic eometry 0olid ensuration
Course 'b(ectives
After completing this course, the student must be able to: ). #ave a +or%ing +or%ing %no+ledge %no+ledge of the basic basic concepts concepts of functions functions and limits; limits; *. Differentia Differentiate te algebraic algebraic and transcenden transcendental tal functions functions +ith ease; ease; ". Apply the the concept of differen differentiatio tiation n in solving +ord +ord problems problems involving involving optimiEation, related rates, and approximation; and . AnalyEe AnalyEe and and trace trace transcen transcendental dental curves. curves.
Course 'utline
). 6unctions ).). Definitions ).*. ).*. Clas Classi sifi fica cati tion on of of 6unc 6uncti tion ons s ).". ).". Doma Domain in and and 1an 1ange ge of a 6unc 6uncti tion on ).. .. rap raph h of a 6unc unction tion ).9. .9. 6unc 6uncti tion onal al Notat otatio ion n ).. ).. 2val 2valua uati tion on of a 6unc 6uncti tion on ).B. ).B. Comb Combin inat atio ions ns of 6unc 6uncti tion ons s ).?. ).?. 'ne<7 'ne<7al alue ued d and and any any<7 <7al alue ued d 6unc 6uncti tion ons s ).>. .>. 'dd 'dd and and 2ven 2ven 6unc 6uncti tion ons s ).)=. ).)=. 0pecia 0peciall 6uncti 6unction on /ypes /ypes ).)). ).)). 6uncti 6unctions ons as as athema athematic tical al odels odels *. Cont Contin inui uity ty *.). Definition *.*. *.*. &rop &ropert ertie ies s of of Con Conti tinu nuous ous 6unc 6uncti tions ons ". !imits ".). Notion of a !imit ".*. Definition ".". .". &rop &roper erti ties es of !im !imiits ".. ".. 'per 'perat atio ions ns +ith +ith !imi !imits ts ".9. .9. 2val 2valua uati tio on of of !im !imit its s ".. 'ne<0i <0ided !i !imits ".B. .B. nbo nboun unde ded d 6u 6uncti nction ons s . /he /he Der Deriv ivat ativ ive e .). .). Noti Notion on of the the Der Deriv ivat ativ ive e .*. Definition .". .". Determ Determina ination tion of the Deriva Derivativ tive e by by -ncr -ncremen ements ts .. .. Diff Differ eren enti tiat atiion 1ule 1ules s 9. /he 0lop 0lope e 9.). 9.). Defini Definitio tion n of 0lope 0lope as as the the Deri Derivati vative ve of of a 6uncti 6unction on 9.*. 9.*. Determ Determina inatio tion n of the the 0lop 0lope e of a Curve Curve at a iven iven &oint &oint . 1ate 1ate of Chan Change ge .). .). Aver Averag age e 1at 1ate e of of Cha Chang nge e .*. .*. -nst -nstan anta tane neou ous s 1ate 1ate of of Cha Chang nge e B. /he Chain Chain 1ule 1ule and and the eneral &o+er 1ule ?. -mplic -mplicit it Differ Different entiat iation ion >. #igher #igher<'r <'rder der Deriv Derivati atives ves )=. &olyno &olynomia miall Curves Curves )=.). )=.). eneral eneraliti ities es About About 0traig 0traight ht !ines !ines
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)=.*. )=.*. /angen /angents ts and and Norm Normal al to to Curve Curves s )=.". )=.". 2xtrem 2xtrema a and the 6irs 6irstt Derivati Derivative ve /est /est )=.. )=.. Concavi Concavity ty and the the 0econd 0econd Deriva Derivativ tive e /est )=.9 )=.9.. &oin &oints ts of of -nfl -nflec ecti tion on )=.. )=.. 0%etch 0%etching ing &olyno &olynomia miall Curve Curves s Application Applications s of the Derivative: Derivative: 'ptimiEa 'ptimiEation tion &roblems &roblems Application Applications s of the Derivati Derivative: ve: 1elated 1elated 1ates 1ates /he Differ Differenti ential al )".) )".).. Defi Defini niti tion on )".*. Applications Applications of the the Differ DifferentialJ entialJCompar Comparison ison of ∆x and dx )"." )".".. 2rro 2rrorr &ro &ropag pagati ation on )". )"... Appr Approx oxim imat ate e 6orm 6ormula ulas s Derivatives Derivatives of /rigonome /rigonometric tric 6unctio 6unctions ns ).) ).).. 2lem 2lemen entar tary y &rop &roper erti ties es ).* ).*.. Defi Defini niti tion on ).". ).". raphs raphs of /rigo /rigonom nometri etric c 6uncti 6unctions ons ). )... Appl Applic icat atio ions ns Derivatives Derivatives of of -nverse -nverse /rigonometri /rigonometric c 6unctions 6unctions )9.) )9.).. 2lem 2lemen entar tary y &rop &roper erti ties es )9.* )9.*.. Defi Defini niti tion on )9.". raphs of -nverse -nverse /rigonometri /rigonometric c 6uncti 6unctions ons )9. )9... Appl Applic icat atio ions ns Derivatives Derivatives of !ogarith !ogarithmic mic and 2xponentia 2xponentiall 6unctions 6unctions ).) ).).. 2lem 2lemen entar tary y &rop &roper erti ties es ).* ).*.. Defi Defini niti tion on ).". raphs of !ogarit !ogarithmic hmic and 2xponential 2xponential 6unctions 6unctions ). )... Appl Applic icat atio ions ns Derivatives Derivatives of #yperboli #yperbolic c 6unction 6unctions s )B.) )B.).. 2lem 2lemen entar tary y &rop &roper erti ties es )B.* )B.*.. Defi Defini niti tion on )B.". )B.". raphs raphs of #ype #yperbol rbolic ic 6unc 6unctio tions ns )B. )B... Appl Applic icat atio ions ns 0oluti 0olution on of 2quat 2quation ions s )?.). )?.). Ne+ton Ne+tons s etho ethod d of Appro Approxim ximati ation on )?.* )?.*.. Ne+t Ne+ton on<1 <1ap aphs hson on !a+ !a+ /ranscenden /ranscendental tal Curve /racing /racing )>.). )>.). !ogarit !ogarithmi hmic c and 2xponen 2xponential tial 6unc 6unctio tions ns &aramet &arametric ric 2quati 2quations ons &artia &artiall Differenti Differentiati ation on
None Anton, #o+ard. Multivariable Calculus, Calculus, th ed. Ne+ Ior%: @ohn $iley 0ons, -nc., )>>*. 3er%ey, Dennis D. Calculus for Management and Social Sciences, Sciences, *nd ed. 0aunders College &ublishing, )>>= CoEEens, argaret 3. and 1ichard D. &orter. Mathematics with Calculus. Calculus. D.C. #eath Co., )>?B 2llis, 1obert and 3enny ulic%. Calculus with Analytic Geometry. #arcourt 3race @ovanovich, )>>=. 6arlo+, 0tanley @. Calculus and Its Alication. cra+<#ill &ublishing, )>>=. oldstein, !arry @., David C. !ay and David -. 0chneider. Calculus Calculus and Its Alication, Alication, th ed. &rentice #all, -nc., )>>". #arsbarger, 1onald @. and @ames @. 1eynolds. Calculus with Alications. D.C. #eath Co., )>>=. #offman, !aurence D. Calculus for !usiness" #conomics and the Social and $ife Sciences, Sciences, "rd ed. cra+<#ill 3oo% Co., )>?>. #older, !eonard !. A !. A Primer for Calculus, Calculus, th ed. $ads+orth &ublishing Co., )>?B. !arson, 1oland 2. and 3ruce #. 2d+ards. %inite Mathematics with Calculus. Calculus. D.C. #eath Co., )>?B. !eithold, !ouis. The Calculus, Calculus, Bth ed. Addison<$esley, *==).
!ial, argaret !. and Charles D. iller. %inite Mathematics and Calculus with Alication, Alication, "rd ed. 0cott, 6oresman and Company, )>?>. &rotter, urray #. Calculus with Analytic Geometry. @ames 3arlett, )>??. 0+o%o+s%i, 2arl $. Calculus, Calculus, 9th ed. &$0>). Gill, Dennis . Calculus with Analytic Geometry. &$0??. Gitarelli, David 2. and 1aymond 6. Coughlin. %inite Mathematics with Calculus& An Alied Aroach. Aroach. 0anders College &ublishing, )>?>.
Course Name
INTEGRAL CALCULUS
Course Description
Concept of integration and its application to physical problems such as evaluation of areas, areas, volumes volumes of revolu revolutio tion, n, force, force, and +or%; +or%; fundame fundamenta ntall formula formulas s and various techniques of integration applied to both single variable and multi
Number of nits for !ecture and !aboratory
units lecture
Number of Contact #ours per $ee%
hours lecture
&rerequisite
Differential Calculus
Course 'b(ectives
After completing this course, the student must be able to: ). &roperly &roperly carry out integrati integration on through the the use of the fundamental fundamental formulas formulas andor the various techniques of integration for both single and multiple integrals; *. Correctly Correctly apply the the concept of integrati integration on in solving solving problems involvi involving ng evaluation of areas, volumes, +or%, and force; ". 0%etch 0%etch "
Course 'utline
). -ntegration Concept 6ormulas ).). ).). Anti Anti. ).>. Cons Consta tant nt of -nte -ntegr grat atio ion n ).)= ).)=.. Defi Defini nite te -nte -ntegra grall *. -ntegr -ntegrati ation on /ech /echniqu niques es *.). *.). -nteg ntegra rati tion on by &art &arts s *.*. *.*. /rig /rigon onom omet etri ric c -nte -ntegr gral als s *.". *.". /rig /rigon onom omet etri ric c 0ubs 0ubsti titu tuti tion on *.. *.. 1atio ationa nall 6unc unction tions s *.9. *.9. 1ati 1ation onal aliE iEin ing g 0ubs 0ubsti titu tuti tion on ". Appl Applic icat atio ion n ".). ".). -mpr -mprop oper er -nteg ntegra rals ls ".*. &lane Area ".". ".". Areas reas 3et+ et+een een Cur Curv ves . 'ther 'ther Appli Applicat catio ions ns .). 7olumes .*. $or% .". .". #ydro #ydrost stati atics cs &res &ressu sure re and and 6or 6orce ce 9. 0urfaces 0urfaces ultipl ultiple e -ntegral -ntegral as 7olume 7olume 9.). 9.). 0urf 0urfac ace e /rac /racin ing: g: &lan &lanes es 9.*. 0pheres
9.". Cylinders 9.. 9.. 8uadr uadrat atic ic 0urfa urfac ces 9.9. Double ble -n -ntegr egrals 9.. /riple -n -ntegra grals . ultip ultiple le -nteg -ntegral ral as 7olu 7olume me .). Double ble -n -ntegr egrals .*. /riple ple -n -ntegr egrals als !aboratory 2q 2quipment
0uggested 1eferences
None Anton, #o+ard. Multivariable Calculus, Calculus, th ed. Ne+ Ior%: @ohn $iley 0ons, -nc., )>>*. 3er%ey, Dennis D. Calculus for Management and Social Sciences, Sciences, *nd ed. 0aunders College &ublishing, )>>=. CoEEens, argaret 3. and 1ichard D. &orter. Mathematics with Calculus. Calculus. D.C. #eath Co., )>?B. 2llis, 1obert and 3enny ulic%. Calculus with Analytic Geometry . #arcourt 3race @ovanovich, )>>=. 6arlo+, 0tanley @. Calculus and Its Alication. Alication. cra+<#ill &ublishing, )>>=. oldstein, !arry @., David C. !ay and David -. 0chneider. Calculus Calculus and Its Alication, Alication, th ed. &rentice #all, -nc., )>>". #arsbarger, 1onald @. and @ames @. 1eynolds. Calculus with Alications. Alications. D.C. #eath Co., )>>=. #offman, !aurence D. Calculus for !usiness" #conomics and the Social and $ife Sciences, Sciences, "rd ed. cra+<#ill 3oo% Co., )>?>. !eithold, !ouis. The Calculus, Calculus, Bth ed. Addison<$esley, *==).
Course Name
!IFFERENTIAL E$UATIONS
Course Description
Differ Different entiati iation on and integr integrati ation on in solvin solving g first first order, order, first
Number of nits for !ecture and !aboratory
" units lecture
Number of Contact #ours per $ee%
" hours lecture
&rerequisite
-ntegral Calculus
Course 'b(ectives
After completing this course, the student must be able to: ). 0olve the the different different types types of differenti differential al equations; equations; and *. Apply differenti differential al equations equations to selected selected engineering engineering problems. problems.
Course 'utline
). Definitions ).). ).). Defini Definitio tion n and Classi Classific ficati ations ons of Differ Different ential ial 2quat 2quation ions s 4D.2.5 4D.2.5 ).*. ).*. 'rder 'rder Degre Degree e of of a D.2. D.2. !in !inear earit ity y ).". ).". 0olu 0oluti tion on of of a D.2. D.2. 4e 4ene nera rall and and &art &artic icul ular ar55 *. 0olution 0olution of 0ome )st )st 'rder, 'rder, )st Degree D.2. *.). .). 7ari 7ariab able le 0epar eparab ablle *.*. #omogeneous *.". 2xact *.. !inear *.9. *.9. 2qua 2quati tion ons s !ine !inear ar in in a 6unc 6uncti tion on *.. .. 3ern 3ernou oullli lis 2qua 2quati tion on ". Applic Applicati ations ons of )st )st 'rder 'rder D.2. D.2. ".). .). Deco Decom mpos positio ition n ro+ ro+th th ".*. ".*. Ne+t Ne+ton ons s !a+ !a+ of Cool Coolin ing g ".". ".". ixi ixing ng 4Non 4Non<1 <1ea eact ctin ing g 6lui 6luids ds55 ".. .. 2lec 2lectr tric ic Circ Circui uits ts . !inear !inear D.2. D.2. of of 'rde 'rderr n
.). .). 0tan 0tanda dard rd 6or 6orm m of of a !in !inea earr D.2 D.2.. .*. .*. !ine !inear ar -nd -ndepe epend ndenc ence e of a 0et 0et of 6unc 6uncti tions ons .". .". Diff Differ eren enti tial al 'per 'perat ator ors s .. .. Diff Differ eren enti tial al 'per 'perat ator or 6or 6orm m of a !ine !inear ar D.2 D.2.. 9. #omogeneous #omogeneous !inear !inear D.2. D.2. +ith Constant Constant Coefficien Coefficients ts 9.). enera eral 0o 0olutio tion 9.*. .*. Auxi Auxili liar ary y 2qua 2quati tion on . Non<#omogene Non<#omogeneous ous D.2. D.2. +ith Constant
None Asin, 1icardo C. #lementary 'ifferential #(uations. #(uations. National 3oo% 0tore, )>>). Dela 6uente, 6eliciano and y. #lementary 'ifferential #(uations. #(uations. National 3oo% 0tore, )>>>.
Course Name
PROBABILIT# AN! STATISTICS
Course Description
3asic principles of statistics; presentation and analysis of data; averages, median, mode; mode; deviati deviations ons;; probabi probabilit lity y distri distributi butions; ons; normal normal curves curves and applica applicatio tions; ns; regression analysis and correlation; application to engineering problems.
Number of nits for !ecture and !aboratory
" units lecture
Number of Contact #ours per $ee%
" hours lecture
&rerequisite
College Algebra
Course 'b(ectives
After completing this course, the student must be able to: ). Define Define relevan relevantt statist statistical ical terms; *. Discuss Discuss competent competently ly the follo+ing follo+ing concepts concepts:: *.). *.). 6requen 6requency cy distri distribut bution ion *.*. easures easures of of central central tendency tendency *.". &robability &robability distribution distribution *.. *.. Normal Normal distri distributi bution on *.9. *.9. -nfere -nferenti ntial al statis statistic tics s ". Apply accurately accurately statistical statistical %no+ledge %no+ledge in solving solving specific engineering engineering problem problem situations.
Course 'utline
). 3asic Concepts ).). ).). Defi Defini niti tion on of 0tati 0tatist stic ical al /erm /erms s ).*. ).*. -mpo -mport rtan ance ce of 0tat 0tatis isti tics cs *. 0teps in Conductin Conducting g a 0tatisti 0tatistical cal -nquiry -nquiry ". &resen &resentat tation ion of Data Data ".). /extual ".*. /abular ".". raphical . 0ampli 0ampling ng /echni /echniques ques 9. easur easures es of Cent Central ral /ende /endency ncy 9.). ean 9.*. edian 9.". ode 9.. 9.. 0%e+n %e+nes ess s and and Hurto urtosi sis s . easur easures es of 7ariat 7ariation ion .). 1ange .*. .*. ean ean Abso Absolu lute te Devi Deviat atio ion n .". 7ariance .. .. 0tand tandar ard d Devi Deviat atiion
.9. .9. Coef Coeffi fici cien entt of of 7ar 7aria iati tion on B. &robabi &robabilit lity y Distrib Distributi utions ons B.). B.). Count ountiing /echn echniiques ques B.*. &robability B.". B.". ath athem emat atic ical al 2xp 2xpec ecta tati tion ons s B.. B.. Norma ormall Dist Distri ribu buti tion ons s ?. -nfere -nferenti ntial al 0tat 0tatist istics ics ?.). ?.). /est est of #ypot ypothe hesi sis s ?.*. ?.*. /est /est Conc Concerni erning ng eans, eans, 7ariat 7ariation ion,, and and &roport &roportion ion ?.". ?.". Conti onting ngen ency cy /abl ables ?.. ?.. /est est of of -nd -ndep epen ende denc nce e ?.9. ?.9. oodn oodnes ess< s. Analys Analysis is of 7arian 7ariance ce )=. 1egres 1egressio sion n and Correla Correlatio tion n !aboratory 2q 2quipment
0uggested 1eferences
None 0ellers, ene 1. and 0tephen A. 7ardeman. #lementary Statistics, Statistics, *nd ed. 0aunders College &ublishing, )>?*. $alpole, 1onald 2., et al. Probability and Statistics for #ngineers and Scientists, Scientists, Bth ed. &rentice #all, -nc., *==*.
B. NATUR NATURAL% AL%PH PH#SI #SICA CAL L SCIEN SCIENCES CES
Course Name
GENERAL CHEMISTR#
Course Description
3asic concepts of matter and its classification; mass relationships in chemical reactions; properties of gases, liquids, and solids; concepts of thermochemistry; quantum theory and electronic behavior; periodic relationship of elements in the periodic table; intramolecular forces; and solutions.
Number of nits for !ecture and !aboratory
units: " units lecture, ) unit laboratory
Number of Contact #ours per $ee%
hours: " hours lecture, " hours laboratory
&rerequisite
None
Cours ourse e 'b( 'b(ec ecti tive ves s
After fter compl omplet etiing this this cour course se,, the the stud studen entt mus mustt be abl able to: to: ). Apply signific significant ant figures figures and appropriate appropriate units units in all measurements measurements and and calculations; *. Classify Classify matter; matter; distinguish distinguish bet+een bet+een physical physical and chemical chemical propertieschanges; ". Define Define and explain explain the concepts concepts of atomic mass, mass, average average atomic mass, mass, mole, molar mass and perform calculations involving these; . 3alance 3alance and interpret interpret chemical chemical equations equations and perform perform stoichiometr stoichiometric ic calculations; 9. $rite, $rite, explain explain and and apply apply the the gas la+s; . Discuss Discuss the %inetic %inetic molecular molecular theory 4H/5 4H/5 of gases and and use the H/ to qualitatively explain the gas la+s; argue the differences bet+een ideal and non. $rite electron electron configurati configurations ons and orbital diagrams diagrams for multi multi electron atoms; atoms;
)=. se the periodic periodic table to classify classify elements elements and predict trends trends in properties; properties; )). $rite !e+is dot dot symbols symbols and !e+is structu structure; re; )*. 2xplain 2xplain valence bond bond theory, hybrid hybrid orbitals, orbitals, and hybridiEation hybridiEation in common common compounds )". Distinguish Distinguish bet+een bet+een inter< inter< and intramolecular intramolecular forces; forces; give examples examples of intramolecular forces and ho+ they relate to physical properties; ). Distinguish Distinguish bet+een bet+een crystall crystalline ine and amorphous amorphous solids solids )9. Discuss Discuss various various physical physical changes and and interpret interpret phase diagrams; diagrams; ). Distinguish Distinguish different different types of solutions; solutions; +or% +ith different different concentration concentration units; nderstand the effect of temperature and pressure on solubility; and )B. 2xplain 2xplain and apply colligat colligative ive properties properties to determine determine molar molar mass. Course 'utline
). /he 0tudy of Change ).). ).). -ntr -ntrod oduc ucti tion on to Chem Chemis istr try y ).*. ).*. atter: atter: Class Classifi ificat cation ion,, 0tates, 0tates, &hysi &hysical cal,, and Chemica Chemicall &roperti &roperties es ).". ).". easu easure reme ment nt and and #and #andli ling ng of Numb Numbers ers *. Atoms, Atoms, ole olecul cules, es, and and -ons -ons *.). /he Atomi omic /h /heor eory *.*. *.*. /he 0tru 0truct ctur ure e of of the the Atom Atom *.". *.". Atom Atomic ic Numb Number, er, ass ass Num Numbe ber, r, -so -soto topes pes *.. *.. /he &erio eriodi dic c /able able *.9. *.9. ole olec cules ules and -ons -ons *.. *.. Chemi hemica call 6ormu ormula las s *.B. Nami aming Co Compoun pounds ds ". ass 1elationships 1elationships in Chemical Chemical 1eaction 1eaction ".). Atomic ass ".*. ".*. olar olar ass ass of of an an 2lem 2lement ent and Avogadr Avogadros os Number Number ".". olecular ular ass ".. ".. &erc &ercen entt Com Compo posi siti tion on of Comp Compou ounds nds ".9. ".9. Chem Chemic ical al 1eac 1eacti tions ons and and Chem Chemic ical al 2qua 2quati tion ons s ".. ".. Amou Amount nts s of of 1eac 1eacta tants nts and and &ro &rodu duct cts s ".B. ".B. !imi !imiti ting ng 1eag 1eagen ents ts ".?. 1eaction Iield . ases .). .). 0ubs 0ubsta tanc nces es /hat /hat 2xis 2xistt as ases ases .*. &ressure of of a as .". /he as !a+s .. .. /he -dea -deall as as 2quat quatiion .9. .9. as 0toi 0toich chio iom metry etry .. .. Dalt Dalton ons s !a+ !a+ of &art &artia iall &res &ressu sure re .B. .B. /he /he Hine Hineti tic c ole olecu cula larr /heor /heory y of ase ases s .?. .?. Devi Deviat atio ion n from from -de -deal al 3eh 3ehav avio iorr 9. /herm /hermoc ochem hemis istry try 9.). 9.). 2ner 2nergy gy Cha Chang nges es in in Chem Chemic ical al 1eac 1eacti tions ons 9.*. 9.*. -ntr -ntrod oduc ucti tion on to /her /hermod modyn ynam amic ics s 9.". 2nthalpy . 8uantum 8uantum /heory and and the 2lectroni 2lectronic c 0tructure 0tructure of Atoms Atoms .). .). 6rom 6rom Cla Class ssic ical al &hy &hysi sics cs to 8uan 8uantum tum /he /heor ory y .*. .*. 3ohr 3ohrs s /heor /heory y of of the the #ydr #ydroge ogen n Atom Atom .". .". /he /he Dual Dual Natu Nature re of the the 2lec 2lectr tron on .. .. 8uant uantum um ech echan anic ics s .9. 8uantu ntum Number bers .. Atomic 'rbitals als .B. .B. 2lec 2lectr tron on Conf Config igur urat atio ion n .?. .?. /he 3uil 3uildi ding ng< <p p &ri &rinc ncip iple le B. &eriodic &eriodic 1elatio 1elationships nships Among the 2lements 2lements B.). B.). &eri &eriodi odic c Class Classif ific icat atio ion n of the the 2leme 2lement nts s B.*. B.*. &eri &eriodi odic c 7aria 7ariati tion on in &hy &hysi sica call &roper &roperti ties es B.". B.". -oniE oniEat atio ion n 2ner 2nergy gy B.. B.. 2lectr ectron on Affin ffinit ity y ?. Chemic Chemical al 3onding 3onding:: 3asic 3asic Concepts Concepts ?.). ?.). !e+is e+is Dot Dot 0truc tructture ure
?.*. /he -o -onic 3o 3ond ?.". /he Covalen alentt 3o 3ond ?.. ?.. 2lectr ectron oneg egat ativ ivit ity y ?.9. ?.9. $rit $ritin ing g !e+i !e+is s 0tru 0truct ctur ure e ?.. ?.. /he Conc Concep eptt of 1eso 1esona nanc nce e ?.B. 3ond 2nergy >. Chemical Chemical 3onding: 3onding: olecular olecular eometry eometry and and #ybridiEati #ybridiEation on >.). >.). ole olec cular ular eom eomet etry ry >.*. Dipole ome oments >.". >.". /he 7ale 7alenc nce e 3ond 3ond /heo /heory ry >.. >.. #ybri #ybridi diEa Eati tion on of Atom Atomic ic 'rbi 'rbita tals ls >.9. >.9. #ybrid #ybridiEa iEatio tion n in olecu olecules les Cont Containi aining ng Double Double and and /ripl /riple e 3onds 3onds )=. -ntermolecul -ntermolecular ar 6orces 6orces in !iquids !iquids and and 0olids 0olids )=.). )=.). /he H/ of !iqu !iquids ids and 0olids 0olids )=.* )=.*.. -nte -nterm rmol olecu ecula larr 6orc 6orces es )=." )=.".. &rop &ropert ertie ies s of !iqui !iquids ds )=.. )=.. Crystal Crystallin line e vs. Amorph Amorphous ous 0oli 0olids ds )=.9 )=.9.. &has &hase e Chan Change ges s )=. )=... &has &hase e Diagr Diagram ams s )). &hysical &hysical &roperties &roperties of 0olutio 0olutions ns )).) )).).. /ypes /ypes of 0ol 0olut utio ions ns )).*. )).*. A olecu olecular lar 7ie+ 7ie+ of the the 0olutio 0olution n &rocess &rocess ))." )).".. Conc Concen entr trati ation on nit nits s )).. 2ffect 2ffect of /emperature /emperature and &ressur &ressure e on 0olubility 0olubility )).9. )).9. Collig Colligati ative ve &ropert &roperties ies !abo !abora rato tory ry 2qui 2quipm pmen entt
0uggested 1eferences
Chem Chemis istr try y !ab !abor orat ator ory y 4se 4see e att attac ache hed5 d5 Chang, 1aymond. Chemistry , ?th ed. 4-nternational 2d.5. Ne+ Ior%: cra+ #ill, *==9. 2uban%s, !ucy &., et al. Chemistry in Conte)t , 9th ed. 3oston: cra+ #ill, *==. asterton, $illiam !. and Cecile N. #urley. Chemistry& Princiles and *eactions, *eactions, 9th ed. Canada: /homson 3roo%sCole, *==. 3rady, @ames 2., and 6red 0enese. Chemistry& Matter and Its Changes, Changes, th ed. Ne+ @ersey: @ohn $iley 0ons, -nc., *==. 3ro+n, /heodore !., et al. Chemistry& The Central Science, Science, >th ed. Ne+ @ersey: *==". 0ilberberg, artin 0. Chemistry& The Molecular +ature of Matter and Change, Change, "rd ed. 4-nternational 2d.5. Ne+ Ior%: cra+ #ill, *==".
Course Name
PH#SICS 1
Course Description
7ect 7ector ors; s; %ine %inemat matic ics; s; dynam dynamic ics; s; +or% +or%,, ener energy, gy, and po+e po+er; r; impu impuls lse e and and momentum; rotation; dynamics of rotation; elasticity; and oscillation.
Number of nits for !ecture and !aboratory
units: " units lecture, ) unit laboratory
Number of Contact #ours per $ee%
hours: " hours lecture, " hours laboratory
&rerequisites
College Algebra &lane and 0pherical /rigonometry
Cours ourse e 'b( 'b(ec ecti tive ves s
After fter compl omplet etin ing g thi this s cou cours rse, e, the stude tudent nt must must be abl able to: to: ). Differentiat Differentiate e a vector from a scalar; scalar; *. Determine Determine the the resultant resultant of concurrent concurrent vectors vectors;; ". 0olve 0olve proble problems ms in %inem %inemati atics; cs; . Apply Apply Ne+ton Ne+tons s !a+s !a+s of otion otion;; 9. Determine Determine the gravitati gravitational onal force force bet+een bet+een different different masses; masses;
. B. ?. >. )=. )). )*.
Course 'utline
!aboratory 2qu 2quipment
0uggested 1eferences
0olve problems problems involving involving centripetal centripetal force force for horiEontal horiEontal and vertical vertical curves; Comput Compute e the +or% +or% done done on a given given body; body; 1elate 1elate +or% +or% and and energy energy;; 0olve problems problems by by applying applying the la+ of conserv conservation ation of energy; energy; 0olve problems problems in in impulse impulse and momentum momentum and collision collisions; s; Determine Determine the stress stress and and strain strain on a body; body; and Determine Determine the period period of a body in in simple harmonic harmonic motion. motion.
). $or%, $or%, 2ner 2nergy gy and and &o+e &o+err ).). ).). Defi Defini niti tion on of of $or% $or%,, 2nerg 2nergy y and and &o+e &o+err ).*. ).*. Cons Conser erva vati tion on of 2ner 2nergy gy *. -mpulse -mpulse and oment omentum um *.). *.). Defi Defini niti tion on of -mpul -mpulse se and and om omen entum tum *.*. *.*. Cons Conser erva vati tion on of ome oment ntum um ". 7ector ".). ".). 7ecto ectors rs and and 0c 0calar alars s ".*. raph aphical eth ethod ".". ".". Anal nalyti ytical etho ethod d . 7ect 7ector or 0ubtr 0ubtrac acti tion on 9. Hine Hinema mati tics cs 9.). 9.). 2qua 2quati tion ons s of Hine Hinema mati tics cs 9.*. 9.*. 6reel reely y 6al 6alli ling ng 3od 3odiies 9.". 9.". &ro( &ro(ec ecti tile le oti otion on . Dyna Dynami mics cs .). .). Ne+t Ne+ton ons s !a+s !a+s of oti otion on .*. 6riction .". .". 6irs 6irstt Condi Conditi tion on of 2qui 2quili libr briu ium m B. $or%, $or%, 2ner 2nergy gy and and &o+e &o+err B.). B.). Defi Defini niti tion on of of $or% $or%,, 2nerg 2nergy y and and &o+e &o+err B.*. B.*. Cons Conser erva vati tion on of 2ner 2nergy gy ?. -mpulse -mpulse and oment omentum um ?.). ?.). Defi Defini niti tion on of -mpul -mpulse se and and om omen entum tum ?.*. ?.*. Cons Conser erva vati tion on of ome oment ntum um ?.". ?.". Coll Collis isio ions ns,, Coeffi Coeffici cient ent of of 1esti 1estitu tuti tion on >. 1ota 1otati tion on >.). >.). Defi Defini niti tion on of torq torque ue >.*. >.*. 0eco 0econd nd Condi Conditi tion on of 2qui 2quili libri brium um >.". Cente nter of of r ravity )=. Dynami Dynamics cs of of 1otat 1otation ion )=.). )=.). Hine Hinemat matic ics s of 1otat 1otatio ion n )=.*. )=.*. Dyna Dynami mics cs of of 1ota 1otati tion on )=.". )=.". Cente Centerr of of ra ravi vity ty )). )). 2las 2lasti tici city ty )).) )).).. #oo% #oo%e es s !a+ !a+ )).*. )).*. 0tres 0tress s and and 0trai 0train n )).". )).". odu odulu lus s of 2las 2lasti tici city ty )*. )*. 'sci 'scill llati ations ons )*.). Definition Definition of 7ibration 7ibration otion otion and 0imple #armonic #armonic otion otion )*.*. )*.*. Hinemat Hinematics ics of of 0imple 0imple #armon #armonic ic otion otion )*.". )*.". 0impl 0imple e &end &endul ulum um &hysics !ab !abora oratory ory Cutnell, @.D. and H.$. @ohnsons. Physics, Physics, th ed. #alliday, David, 1obert 1esnic% and @earl $al%er. %undamentals of Physics, Physics, 9th ed. @ohn $iley 0ons, -nc., )>>. 0er+ay, 1aymond A. and @ohn $. @e+ett @r. Physics for Scientists and #ngineer s, s, th ed. 3roo%sCole &ublishing Co., *==". Ioung, #ugh D. and 1oger A. 6reedman. ,niversity Physics, Physics, )=th ed. Addison $esley.
Course Name
PH#SICS &
Course Description
6luids; thermal expansion, thermal stress; heat transfer; calorimetry; +aves; electrostatics; electricity; magnetism; optics; image formation by plane and curved mirrors; and image formation by thin lenses.
Number of nits for !ecture and !aboratory
units: " units lecture, ) unit laboratory
Number of Contact #ours per $ee%
hours: " hours lecture, " hours laboratory
&rerequisite
&hysics )
Course 'b(ectives
After completing this course, the student must be able to: ). Describe Describe the characteri characteristics stics of fluids at at rest and in in motion; *. Compute Compute the buoyant buoyant force on an an ob(ect immerse immersed d in a fluid; fluid; ". Compute Compute the pressure pressure and flo+ flo+ speed of a fluid fluid at any point point in a flo+ flo+ tube; . Determine Determine the amount amount of expansion expansion of of a given material material in relation relation to to temperature change; 9. Determine Determine the change change in temperatur temperature e of a given amount amount of material material that that loses or gains; . 0olve problem problems s about the la+ of heat transfer; transfer; B. Describe Describe the three methods methods of heat transfer; transfer; ?. Discus Discuss s the proper propertie ties s of +aves; +aves; >. Describe Describe the modes modes of vibration vibration of strings strings and and air columns; columns; )=. 0olve problems problems on Doppler Doppler 2ffect; 2ffect; )). Compute Compute the electric electric force force bet+een bet+een electric electric charges; charges; )*. Compute Compute the electric electric field field due to electric electric charges; charges; )". Compute Compute the electric electric potential potential due to a charge and electric electric potential potential energy energy of charges; ). Define electric electric current, current, electric electric resistance resistance and and voltage; voltage; )9. 0olve problems problems on resistanc resistance e and cells in series series and parallel; parallel; ). 0tate Hirchho Hirchhoffs ffs rules rules and apply apply them in a given given circuit; circuit; )B. Compute Compute the magnetic magnetic field of a given given current. Describe Describe image image formation formation by mirrors mirrors and lenses. lenses.
Course 'utline
). 6luids ).). ).). &res &ressur sure, e, 0pe 0peci cifi fic c rav ravit ity, y, Dens Densit ity y ).*. ).*. Arch Archim imed edes es &rin &rinci cipl ple e ).". ).". 1ate 1ate of of 6lo 6lo+ + and and Con Conti tinui nuity ty &ri &rinc ncip iple le ).. ).. 3ern 3ernou oull lli is s &rin &rinci cipl ple e ).9. ).9. /orri orric cell ellis is /heo /heorrem *. /hermal /hermal 2xpansi 2xpansion, on, /hermal /hermal 0tress 0tress ". #eat #eat /ra /rans nsfe ferr . Calo Calori rime metr try y .). 0pecific #e #eat .*. .*. !a+ !a+ of of #ea #eatt 2xc 2xcha hang nge e .". Change ange of &has hase 9. $aves 9.). 9.). /ypes /ypes of $ave $aves s and and /hei /heirr &ro &roper perti ties es 9.*. 0ounds . 2lec 2lectr tros ostat tatic ics s .). Charge .*. Coulombs !a !a+ .". .". 0upe 0uperp rpos osit itio ion n &ri &rinc ncip iplle .. .. 2lec 2lectr tric ic 6iel 6ield d -nt -nten ensi sity ty .9. .9. $or% or% and &oten otenti tial al .. .. Capa Capaci cito tors rs,, Die Diele lect ctri rics cs
B. 2lec 2lectr tric icit ity y B.). Current B.*. 1esistance B.". 26 B.. 'hms !a+ B.9. B.9. 2ner 2nergy gy and and &o+ &o+er er in in Cir Circu cuit its s B.. B.. 0eri 0eries es and and &aral &aralle lell Conn Connec ecti tion ons s B.B. B.B. Hirc Hirchh hhof off fs s 1ule 1ules s ?. agn agnet etis ism m ?.). ?.). agn agnet etic ic 6iel 6ield d of of ovi oving ng Chan Changes ges ?.*. ?.*. agn agnet etic ic 6ile 6iled d of of Cur Curre rent nt 2leme 2lement nt ?.". ?.". oti otion on of of a Charg Charge e in in a ag agne neti tic c 6ie 6ield ld ?.. 3iot<0avart art !a+ ?.9. ?.9. 6orc 6orce e on a ovin oving g Charg Charge e in a ag agne neti tic c 6iel 6ield d ?.. ?.. /orq /orque ue on a Cur Curren rent< t. 'ptics >.). >.). !ight !ight as 2lec 2lectr trom omag agnet netic ic $ave $aves s >.*. >.*. &rope &ropert rtie ies s of 1efl 1eflec ecti tion on and and 1efr 1efrac acti tion on )=. -mage 6ormati 6ormation on by &lane &lane and Curved irrors irrors )=.). )=.). raph raphic ical al etho ethods ds )=.*. )=.*. irr irror or 2qua 2quati tion on )). -mage -mage 6ormati 6ormation on by /hin /hin !enses !enses )).). )).). raph raphic ical al etho ethods ds )).* )).*.. !ens !ens 2qu 2quat atio ion n !aboratory 2qu 2quipment
0uggested 1eferences
&hysics !ab !abora oratory ory Cutnell, @.D. and H.$. @ohnsons. Physics, Physics, th ed. #alliday, David, 1obert 1esnic% and @earl $al%er. %undamentals of Physics, Physics, 9th ed. @ohn $iley 0ons, -nc., )>>. 0er+ay, 1aymond A. and @ohn $. @e+ett @r. Physics for Scientists and #ngineer s, s, th ed. *==. Ioung, #ugh D. and 1oger A. 6reedman. ,niversity Physics, Physics, )=th ed. Addison $esley.
C. BASIC BASIC ENGIN ENGINEER EERING ING SCIEN SCIENCES CES
Course Name
2N-N221-N D1A$-N
Course Description
&ractices and techniques of graphical communication; application of drafting instru instrument ments, s, letter lettering ing scale, scale, and units units of measur measure; e; descri descripti ptive ve geometr geometry; y; orthogr orthograph aphic ic pro(ec pro(ectio tions; ns; auxili auxiliary ary vie+s; vie+s; dimens dimension ioning ing;; sectio sectional nal vie+s; vie+s; pict pictor oria iall dra+i dra+ing ngs; s; requi require remen ments ts of engi engine neer erin ing g +or% +or%in ing g dra+ dra+ing ings; s; and and assembly and exploded detailed dra+ings.
Number of nits for !ecture and !aboratory
) unit laboratory
Number of Contact #ours per $ee%
" hours laboratory
&rerequisite
None
Cours ourse e 'b(ec b(ecti tive ves s
After fter comp comple leti ting ng this this cour course se,, the the stud studen entt must ust be abl able to: to: ). nderstand nderstand the importanc importance e of technical technical dra+ing dra+ing %no+ledge %no+ledge and s%ills as applied to the various areas of engineering; *. Apply the the basic concepts concepts of technical technical dra+ing dra+ing and s%etching; s%etching; and and
". &repare &repare tech technic nical al dra+in dra+ings. gs.
Course 'utline
). *. ". . 9. . B. ?. >. )=.
2ngine 2ngineeri ering ng !etter !ettering ing -nstrum -nstrument ental al 6igures 6igures eomet eometric ric Constr Construct uction ion 'rthog 'rthograp raphic hic &ro(ect &ro(ection ion Dime Dimens nsion ionin ing g 'rthographic 'rthographic 7ie+s 7ie+s +ith +ith Dimensions Dimensions and 0ection 0ection 7ie+ 7ie+ 0ect 0ectio iona nall 7ie+ 7ie+ &ict &ictori orial al Dra+ Dra+in ing g 2ngine 2ngineeri ering ng $or%ing $or%ing Dra+i Dra+ings ngs Assembly Assembly and and 2xploded 2xploded Detaile Detailed d Dra+ings Dra+ings
!aboratory 2quipment
). Draft Draftin ing g tabl table e *. Dra+in Dra+ing g instrum instruments ents *.). *.). 'ne 'ne "=< "=<= = degr degree ee tria triang ngle le *.*. *.*. 'ne 9 degr degree ee tria triang ngle le *.". *.". 'ne tec techni hnical cal com compa pas ss *.. 'ne pro protractor
0uggested 1eferences
6rench, /homas 2., Charles @. 7ierc% and 1obert @. 6oster. #ngineering 'rawing and Grahic Technology , )th ed. cra+<#ill, )>>". iesec%e, 6rederic% 2. Princiles of #ngineering Grahics, Grahics, *nd ed. &rentice #all, -nc., )>>". iesec%e, 6rederic% 2., et al. Technical 'rawing, 'rawing, )*th ed. *==*. !uEadder, $arren @. %undamentals of #ngineering 'rawing, 'rawing, ))th ed. &rentice #all, -nc., )>>*. !uEadder, $arren @. and @on . Duff. Introduction to #ngineering 'rawing, 'rawing, *nd ed. )>>*.
Course Name
COMPUTER FUN!AMENTALS AN! PROGRAMMING
Course Description
3asi 3asic c info inform rmat atio ion n tech techno nolo logy gy conc concep epts ts;; fund fundam amen enta tals ls of algo algori rith thm m development; development; high
Number of nits for !ecture and !aboratory
* units laboratory
Number of Contact #ours per $ee%
hours laboratory
&rerequisite
0econd Iear 0tanding
Course 'b(ectives
After completing this course, the student must be able to: ). nderstand nderstand basic basic informati information on technology technology concepts concepts;; *. se applicati application on soft+are soft+are and the the -nternet -nternet properly; properly; ". Acquire Acquire proficiency proficiency in algorithm algorithm developme development nt using a high
Course 'utline
!aboratory 2quipment
). -ntrod -ntroduct uction ion to to Comput Computers ers ).). ).). Comp Comput uter er 'rga 'rgani niEa Eati tion on ).*. ).*. Numb Number er 0ys 0yste tems ms and and Dat Data a 1epr 1epres esen enta tati tion on ).". ).". Applic Applicati ation on 0oft+ 0oft+are are:: $ord $ord &roces &rocessin sing g and 0preads 0preadshee heett ).. /he -nternet *. &rog &rogra ramm mmin ing g *.). *.). Algo Algori rith thm m Deve Develo lopm pmen entt *.*. *.*. &rog &rogra ramm mmin ing g 6un 6unda dame ment ntal als s ). &ersonal computer +ith: ).). 'pera erating ting system
).*. ).*. ).". ).". ).. ).. ).9. ).9.
0uggested 1eferences
$ord $ord proc proces essi sing ng soft soft+a +are re 0prea preads dshe heet et sof soft+ t+ar are e #igh #igh
Caputo, /ony C., !uild -our wn Server , cra+<#ill, *==". Hruse, 1obert !., 3ruce &. !eung and Clovis !. /ondo. 'ata Structures and Program 'esign in C , *nd ed. &rentice #all, -nc., )>>. &ress, 3arry and arcia &ress. PC ,grade and *eair !ible, !ible, Des%top 2dition. @ohn $iley 0ons, -nc., *==. 0ebesta, 1obert $. Concets of Programming $anguages, $anguages, th ed. Addison< $esley &ublishing Co., )>>>.
Course Name
COMPUTER'AI!E! !RAFTING
Course Description
Conc Concep epts ts of comp comput uter er
Number of nits for !ecture and !aboratory
) unit laboratory
Number of Contact #ours per $ee%
" hours laboratory
&rerequisite
/hird Iear 0tanding
Course 'b(ectives
After completing this course, the student must be able to: ). Define Define the terms related related to to computer
Course 'utline
). *. ". . 9. . B.
!aboratory 2quipment
). &erson &ersonal al compu computer ter +ith: +ith: ).). 'pera erating ting system ).*. CAD soft+are *. &rin &rinte terr or plot plotte terr
0uggested 1eferences
-ntrod -ntroduct uction ion to CAD CAD 0oft+ 0oft+are are CAD CAD Dra Dra+i +ing ng 0napping, 0napping, Constructio Construction n 2lements 2lements Dime Dimens nsion ionin ing g &lotti &lotting, ng, -npu -nputti tting ng -mages -mages "D and and Navi Navigat gating ing in "D 1ende enderi ring ng
CA' Software ,ser/s Manual .
Course Name
STATICS OF RIGI! BO!IES
Course Description
6orce systems; structure analyses; friction; centroids and centers of gravity; and moments of inertia.
Number of nits for !ecture and !aboratory
" units lecture
Number of Contact #ours per $ee%
" hours lecture
&rerequisites
&hysics ) -ntegral Calculus
Course 'b(ectives
After completing this course, the student must be able to: ). nderstand nderstand the princip principles les of equilibri equilibrium um of particles; particles; *. nderta%e nderta%e vector vector operations operations such as vector vector cross and dot product; product; ". Determine Determine forces forces of *D and "D structures structures;; . nderstand nderstand the princip principles les of static, static, +edge +edge and belt belt friction; friction; 9. Determine Determine centroids, centroids, center center of mass and center center of gravity gravity of ob(ects; ob(ects; . Determine Determine moment moment of inertia, inertia, mass moment moment of inertia; inertia; and and B. AnalyEe AnalyEe the stresses stresses of trusses, trusses, beams beams and frames. frames.
Course 'utline
!aboratory 2quipment
0uggested 1eferences
). *. ". . 9. . B. ?. >. )=. )). )*.
-ntroduction -ntroduction to echanics echanics;; 7ector 7ector 'perations 'perations 6orce 7ectors 7ectors and 2quilibrium 2quilibrium of of &articles &articles 7ector 7ector Cros Cross s and Dot Dot &rodu &roduct ct ome oment nt of a 6orc 6orce e Couples Couples;; oment oment of of a Couple Couple 2quivalent 2quivalent 6orce 0ystems 0ystems in *D and and "D Dry 0tatic 0tatic 6ricti 6riction, on, $edge $edge and 3elt 3elt 6riction 6riction Centroid; Centroid; Center Center of ass; ass; and and Center Center of ravity ravity Distributed Distributed !oads !oads and #ydrost #ydrostatic atic 6orces; 6orces; Cables oment of -nertia; -nertia; ass ass oment oment of of -nertia -nertia /russes; /russes; 6rames 6rames and achine achines; s; -nternal -nternal 6orces 6orces 3eams; 3eams; 0hear 0hear and 3ending 3ending oment Diagrams Diagrams
None 3edford, Anthony and $allace 6o+ler. #ngineering Mechanics& Statics, Statics, "rd ed. Ne+ @ersey: &rentice #all, -nc., *==*. 3eer, 6erdinand &. and 2. 1ussell @ohnston @r. 0ector Mechanics Mechanics for #ngineers& Statics, Statics, Bth 0- ed. &acheco, 2dgardo 0. Statics of *igid !odies, !odies, 0- ed.
Course Name
!#NAMICS OF RIGI! BO!IES
Course Description
Hinetics and %inematics of a particle; %inetics and %inematics of rigid bodies; +or% energy method; and impulse and momentum.
Number of nits for !ecture and !aboratory
* units lecture
Number of Contact #ours per $ee%
* hours lecture
&rerequisite
0tatics of 1igid 3odies
Course 'b(ectives
Course 'utline
After completing this course, the student must be able to: ). nderstand nderstand the principle principles s governing governing the motion motion of particles, particles, velocity velocity and acceleration; *. nderstand nderstand the principle principles s of Ne+tons Ne+tons 0econd !a+ and and its application applications; s; ". nderstand nderstand %inetics %inetics of particles particles in particula particularr energy and momentum momentum methods; and . nderstand nderstand %inematics %inematics of rigid rigid bodies, bodies, its energy energy and momentum. momentum. ). *. ". . 9. . B. ?. >. )=. )). )*. )".
-ntroduction to Dynamics &osition, &osition, 7elocity, 7elocity, and Acceler Acceleration ation Determinatio Determination n of the the otion otion of the &article &articles s niform niform 1ecti 1ectilin linear ear otio otion n niformly niformly Accelerated Accelerated 1ectilinear 1ectilinear otion &osition &osition 7ector, 7ector, 7elocit 7elocity, y, and Accele Acceleration ration Deriva Derivativ tives es of 7ector 7ector 6unctio 6unctions ns 1ectangular 1ectangular Componen Components ts of 7elocity 7elocity and Acceler Acceleration ation otion otion 1elative 1elative to a 6rame 6rame in /ransl /ranslation ation /angential /angential and Normal Components Components 1adial and /ransverse /ransverse Components Components otion otion of 0everal 0everal &article &articles s 4Dependent 4Dependent otion5 otion5 Hinetics Hinetics of &articl &articles: es: Ne+tons Ne+tons 0econd 0econd !a+ !a+ )".). )".). Ne+ton Ne+tons s 0eco 0econd nd !a+ !a+ of otion otion )".*. !inear !inear omentum omentum of the &article, &article, 1ate of of Change Change of !inear omentum )"." )".".. 0yst 0ystem em of of nit nits s )". )"... 2qua 2quati tion on of oti otion on )".9 )".9.. Dyna Dynami mic c 2quil 2quilib ibri rium um )".. Angular Angular omentum omentum of of &article, &article, 1ate of of Change Change of Angular Angular omentum )".B. 2quations 2quations in in /erms /erms of 1adial 1adial and /ransver /ransverse se Component Components s )".?. )".?. otion otion nder nder a Central Central 6orce 6orce ). Hinetics Hinetics of &articles &articles:: 2nergy and and omentum omentum ethods ethods ).) ).).. $or% $or% of 6orc 6orce e ).*. Hinetic Hinetic 2nergy 2nergy of a &articl &article, e, &rinciple &rinciple of $or% and 2nergy 2nergy ).". Applicatio Applications ns of the &rincip &rinciple le of $or% and 2nergy 2nergy ). )... &ote &otent ntia iall 2ner 2nergy gy ).9 ).9.. Cons Conserv ervat ativ ive e 6orce 6orces s ). )... Cons Conserv ervat atio ion n of 2nergy 2nergy ).B. ).B. &rinci &rinciple ple of -mpu -mpulse lse and and oment omentum um ).? ).?.. -mpul -mpulsi sive ve otio otion n ).>. -mpact act ).)=. Direct Direct Central -mpact -mpact ).)). 'blique 'blique Central -mpact -mpact ).)*. &roblems -nvolving -nvolving 2nergy and omentum )9. 0ystem 0ystems s of &artic &articles les )9.). Applicatio Application n of Ne+tons Ne+tons 0econd 0econd !a+s !a+s to otion otion of a 0ystem 0ystem of &articles )9.*. !inear !inear and Angular Angular omentum omentum of a 0ystem 0ystem of &articl &articles es )9.". otion otion of ass Center of a 0ystem of &articl &articles es )9.. Angular Angular omentum omentum of of a 0ystem 0ystem of &articles &articles About -ts ass ass Center )9.9. Conservatio Conservation n of omentum omentum for for a 0ystem of &articl &articles es )9.. )9.. Hineti Hinetic c 2nergy 2nergy of a 0ystem 0ystem of &arti &article cles s )9.B. $or%<2nergy $or%<2nergy &rinciple. &rinciple. Conserv Conservation ation of of 2nergy for a 0ystem 0ystem of &articles )9.?. &rinciple &rinciple of -mpulse -mpulse and omentum omentum for for a 0ystem 0ystem of &articl &articles es ). Hinema Hinematic tics s of 1igid 1igid 3odie 3odies s ).) ).).. /ran /ransl slat atio ion n ).*. ).*. 1otati 1otation on About About a 6ixe 6ixed d Axis Axis ).". 2quations 2quations Definin Defining g the 1otation 1otation of a 1igid 1igid 3ody About About a 6ixed Axis ). )... ene eneral ral &la &lane ne ot otio ion n ).9. Absolute Absolute and and 1elative 1elative 7elocity 7elocity in in &lane &lane otion otion
).. ).B. ).B. ).?. ).>.
-nstantaneou -nstantaneous s Center Center of of 1otation 1otation in &lane &lane otion otion Absolu Absolute te and 1elat 1elative ive Accel Accelerat eration ion 1ate of of Change Change of a 7ector 7ector +ith +ith 1espect 1espect to a 1otating 1otating 6rame &lane &lane otion of a &article &article 1elativ 1elative e to a 1otating 1otating 6rame; Coriolis Coriolis Acceleration ).)=. otion otion About a 6ixed &oint ).)). eneral eneral otion otion ).)*. /hree )?.> 2ccen ccentr tric ic -mp -mpac actt !aboratory 2quipment 0uggested 1eference
None 3eer and @ohnston. 0ector Mechanics for #ngineers& 'ynamics, 'ynamics, Bth 0- ed. cra+<#ill, *==".
Course Name
MECHANICS OF !EFORMABLE BO!IES
Course Description
Axial stress and strain; stresses for torsion and bending; combined stresses; beam deflections; indeterminate beams; and elastic instability.
Number of nits for !ecture and !aboratory
" units lecture
Number of Contact #ours per $ee%
" hours lecture
&rerequisite
0tatics of 1igid 3odies
Course 'b(ectives
After completing this course, the student must be able to: ). nderstand nderstand the the concepts concepts of of stress stress and strain; *. Calculate Calculate stresses stresses due to bending, bending, shears, shears, and torsion torsion under plain and and combined loading; ". AnalyEe AnalyEe statically statically determinate determinate and indeterminat indeterminate e structures; structures; and . Determine Determine the the elastic elastic stabilit stability y of columns columns..
Course 'utline
). *. ". . 9. . B. ?.
!oad Classification Concept Concept of 0tress, Normal and 0hear 0hear 0tress 0tress 0tress 0tresses es under under Centric Centric !oadi !oading ng 0tress 0tress Concentr Concentrati ation on &lan &lane e 0tre 0tress ss &rincipal &rincipal 0tresses 0tresses for &lane 0tress ohrs ohrs Circ Circle le for &lan &lane e 0tress 0tress Deformations Deformations,, Normal Normal and and 0hear 0hear 0trains 0trains
>. )=. )=. )). )*. )". ). )9. ). )B. )?. )>. *=. *). **. *". *. *9. *. *B. !aboratory 2quipment
0uggested 1eferences
ateri aterial al &roper &ropertie ties s $or% $or%in ing g 0tre 0tress sses es Deformation Deformation in in a 0ystem of Axiall Axially y !oaded embers embers /emperature /emperature 2ffects 2ffects on Axially Axially !oaded !oaded embers embers 0tatically 0tatically -ndeterminat -ndeterminate e embers /hin<$ /hin<$all alled ed &ressure &ressure 7essel 7essel /orsional /orsional 0tresses; 0tresses; 2lasti 2lastic c /orsion /orsion 6ormula 6ormula /orsional /orsional Deformat Deformation; ion; &o+er &o+er /ransmiss /ransmission ion 6lexural 6lexural 0tresses 0tresses by the 2lastic 2lastic Curve Curve oment 2quation 2quation sing sing 0ingularity 0ingularity 6unctio 6unction n 3eam Deflecti Deflection on by the Double Double -ntegrati -ntegration on ethod Area Area omen omentt /heor /heorems ems oment oment Diagram Diagram by &arts &arts 3eam Deflect Deflection ion by Area oment oment ethod ethod 0tatically 0tatically -ndeterminat -ndeterminate e 3eams 3uc%ling 3uc%ling of of !ong 0traight 0traight Columns Columns Combin Combined ed !oadin !oadings gs Analysis Analysis of 1iveted 1iveted Connections Connections by the the niform 0hear 0hear ethod ethod $elded $elded Connec Connectio tions ns
None #ibbeler, 1ussell C. Mechanics of Materials, Materials, 9th ed. &rentice #all, -nc., *==*. #igdon, Archie, et al. Mechanics of 'eformable !odies, !odies, th ed. @ohn $iley 0ons, )>?>. cill, David and $ilton . Hing. #ngineering Mechanics" An Introduction to 'ynamics, 'ynamics, "rd ed. &$0 &ublishing Co., )>>9.
Course Name
ENGINEERING ECONOM#
Course Description
Concepts of the time value of money and equivalence; basic economy study methods; methods; decisions decisions under certainty; certainty; decisions recogniEing recogniEing ris%; and decisions decisions admitting uncertainty.
Number of nits for !ecture and !aboratory
" units lecture
Number of Contact #ours per $ee%
" hours lecture
&rerequisite
/hird Iear 0tanding
Course 'b(ectives
After completing this course, the student must be able to: ). 0olve problems problems involvi involving ng interest interest and the time time value value of money; *. 2valuate 2valuate pro(ect pro(ect alternatives alternatives by applying applying engineering engineering economic principle principles s and methods and select the most economically efficient one; and ". Deal +ith +ith ris% and uncertainty uncertainty in in pro(ect outcomes outcomes by applying applying the basic basic economic decision ma%ing concepts.
Course 'utline
). -ntroduction ).). Definitions ).*. ).*. &rin &rinci cipl ples es of of 2ng 2ngin ineer eerin ing g 2co 2cono nomy my ).". ).". 2ngi 2nginee neeri ring ng 2cono 2conomy my and and the Des Desig ign n &roc &rocess ess ).. ).. Cost Cost Conc Concep epts ts for for Dec Decis isio ion n a% a%in ing g ).9. ).9. &res &resen entt 2con 2conom omy y 0tud 0tudie ies s *. oney
".). ".). /he /he ini inimu mum m Attr Attract activ ive e 1ate 1ate of of 1etu 1eturn rn ".*. ".*. /he &res &resen entt $or $orth th eth ethod od ".". ".". /he 6utur uture e $ort $orth h eth ethod od ".. ".. /he Annu Annual al $ort $orth h eth ethod od ".9. ".9. /he /he -nt -ntern ernal al 1ate 1ate of 1etu 1eturn rn etho ethod d ".. ".. /he /he 2xt 2xter erna nall 1at 1ate e of of 1et 1etur urn n et ethod hod ".B. ".B. /he &ayb &aybac ac% % &er &erio iod d et etho hod d ".?. ".?. /he 3ene 3enefi fit tCo Cost st 1at 1atio io et etho hod d . Decisi Decisions ons nde nderr Certai Certainty nty .). .). 2valua 2valuatio tion n of of utu utuall ally y 2xcl 2xclusi usive ve Altern Alternati atives ves .*. .*. 2val 2valua uati tion on of of -nd -ndep epen ende dent nt &ro( &ro(ec ects ts .". .". Depreci Depreciati ation on and After
0uggested 1eferences
None 3lan%, !eland /. and Anthony @. /arquin. #ngineering #conomy , th ed. cra+<#ill, -nc., *==9. rant, 2ugene !., et al., Princiles of #ngineering #conomy , ?th ed. @ohn $iley 0ons, -nc., )>>=. Ne+man, Donald ., @erome & !avelle and /ed 0. 2schenbach. #ssentials of #ngineering #conomic Analysis, Analysis, *nd ed., 'xford niversity &ress, *==*. &ar%, Chan 0. Contemorary #ngineering #conomics, #conomics, "rd ed. Addison $esley, *==). 1iggs, @ames !., et al. #ngineering #conomics, #conomics, th ed., cra+<#ill, )>>. 0ullivan, $illiam ., 2lin . $ic%s and @ames /. !uxho(. #ngineering #conomy , )*th ed. &rentice #all, -nc., *==*. /huesen, erald @. and $.@. 6abryc%y. #ngineering #conomy , >th ed. &rentice #all, -nc., *==).
Course Name
ENGINEERING MANAGEMENT
Course Description
Decisi Decision
Number of nits for !ecture and !aboratory
" units lecture
Number of Contact #ours per $ee%
" hours lecture
&rerequisite
/hird Iear 0tanding
Course 'b(ectives
After completing this course, the student must be able to: ). nderstand nderstand the the field field of engineer engineering ing managemen management; t; *. Hno+ and and apply the different different functions functions of manageme management. nt.
Course 'utline
). -ntroduction to 2ngineering anagement *. Deci Decisi sion on a%i a%ing ng ". 6uncti 6unctions ons of ana anageme gement nt ".). ".). &lan &lanni ning ng Coor Coordi dina nati ting ng ".*. 'rganiEing
".". 0taffing ".. Communic nicati ating ".9. otivating ".. !eading ".B. Controlling . anaging anaging &roduct &roduct and 0ervice 0ervice 'perations 'perations 9. anagin anaging g the ar%eti ar%eting ng 6uncti 6unction on . anagin anaging g the 6inan 6inance ce 6unct 6unction ion !aboratory 2quipment
0uggested 1eferences
Course Name
None 2isner, #o+ard. #ssentials of Pro1ect and System #ngineering Management , *nd ed. @ohn $iley 0ons, -nc., *==*. ram, #arold A. An A. An Introduction to Management. #olt, 1inehart and $inston of Canada, !imited, )>>=. 'berlender, erold D. Pro1ect Management for #ngineering and Construction, Construction, *nd ed. cra+<#ill, *===. 1obbins, 0tephen &. and ary Coulter. Management , th ed. &rentice #all, -nc., )>>>. $heeler, /homas 6. Comuter and #ngineering Management. cra+<#ill, Management. cra+<#ill, )>>=.
EN"IRONMENTAL ENGINEERING
Course Description
2cological 2cological frame+or% frame+or% of sustainable sustainable development; development; pollution pollution environments environments:: +ater, air, and solid; +aste treatment processes, disposal, and management; government legislation, rules, and regulation related to the environment and +aste management; and environmental management system.
Number of nits for !ecture and !aboratory
* units lecture
Number of Contact #ours per $ee%
* hours lecture
&rerequisites
eneral Chemistry
Course 'b(ectives
After completing this course, the student must be able to: ). nderstand nderstand the various various effects effects of of environmental environmental polluti pollution; on; *. Hno+ the the existing existing la+s, rules, rules, and and regulations regulations of the the government government on environmental issues; ". -dentify, -dentify, plan, and and select appropria appropriate te design treatment treatment schemes schemes for +aste +aste disposal; and . nderstand nderstand the importan importance ce of +aste +aste management management and its relevance relevance to the engineering profession.
Course 'utline
). 2colog 2cologica icall Concep Concepts ts ).). ).). -ntrod -ntroduct uction ion to 2nviro 2nvironme nmental ntal 2ngine 2ngineeri ering ng ).*. 2cology of !ife ).". ).". 3iog 3iogeo eoch chem emic ical al Cycl Cycles es ).. 2cosystems *. &ollut &ollution ion 2nviro 2nvironme nments nts *.). *.). $ater ater 2nvi 2nviro ronm nmen entt *.*. Air 2nvi nvironme nment *.". *.". 0oli olid 2nv 2nvir iron onme ment ntal al *.. *.. /oxi /oxic c and and #aEa #aEard rdous ous $ast $aste e /rea /reatm tmen entt ". 2nviro 2nvironmen nmental tal anagem anagement ent 0ystem 0ystem ".). ".). 2nvi 2nviro ronm nmen ental tal -mpac -mpactt Asse Assess ssme ment nt ".*. ".*. 2nvi 2nviro ronm nmen ental tal Cle Clear aranc ance e Cert Certif ific icat ate e
!aboratory 2quipment
0uggested 1eferences
None 3ellardi, '3rien. a3ardous 4aste Site *emediation. *emediation. @ohn $iley 0ons, -nc., )>>9. Crites, 1on and . /chobanoglous. Small and 'ecentrali3ed 4astewater Management Systems. Systems. cra+<#ill, )>>?. Davis, ac%enEie !. and 0usan @. asten. Princiles of #nvironmental #ngineering and Science. Science. cra+<#ill, *==. uEmar, 1uth and 1oger uEmar. #nvironmental #ducation for Sustainable 'eveloment . $isdom Advocate &ublishing, *===. #eis%eth, #o+ard. Air #o+ard. Air Pollution Control 5 Traditional and a3ardous Pollutants. Pollutants. /echnomic &ublishing Co., -nc., )>>. #enEe, ., et al. 4astewater Treatment . 3erlin: 0pringer 7erlag, )>>B. Hay, @.., .2. Heller and @.6. iller. Indoor Air Pollution. Pollution. Chelsea, ichigan: !e+is &ublishers, )>>). Hiely, erard. #nvironmental #ngineering. #ngineering. cra+<#ill, )>>B. etcalf and 2ddy, -nc. 4astewater #ngineering 5 Collection" Treatment and 'isosal . cra+<#ill, )>>). ihe%ic, @ames. %undamentals of #nvironmental #ngineering. #ngineering. @ohn $iley 0ons, -nc., )>>>. Nemero+, N.!. and 6. Agardy. Strategies of Industrial and a3ardous 4aste Management . -nternational /homson &ublishing Company, )>>?. 'rtolano, !eonard. #nvironmental *egulation and Imact Assessment . @ohn $iley 0ons, -nc., )>>B. &erry, 0., D. 1o+er and . /chobanoglous. #nvironmental #ngineering. #ngineering. cra+<#ill, )>?9. $ar%, H., C. $arner and $. Davis. Air Davis. Air Pollution 5 Its rigin and Control . Addison<$esley, )>>?.
Course Name
SAFET# MANAGEMENT
Course Description
2volution of safety management; safety terminology; safety programs adopted by high ris% industries; haEards in the construction, manufacturing, gas and po+er plants, and other engineering industries and ho+ to prevent or mitigate them; techni technique ques s in haEard haEard identi identific ficati ation on and analys analysis is in +or%pl +or%place aces; s; off |
Number of nits for !ecture and !aboratory
) unit lecture
Number of Contact #ours per $ee%
) hour lecture
&rerequisites
/hird Iear 0tanding
Course 'b(ectives
After completing this course, the student must be able to: ). nderstand nderstand the the importance importance and and the value value of safety; safety; *. Hno+ the health health haEards haEards and their their preventi prevention; on; ". -dentify -dentify and mitigate mitigate or prevent haEards; haEards; and . Apply the the concepts and and principles principles of safety safety in engineering engineering practice. practice.
Course 'utline
). 'vervie+ of 0afety *. 3asic 0afety 0afety &rocedures &rocedures in #igh #igh 1is% Activiti Activities es and -ndustries -ndustries *.). *.). &roced &rocedure ure in #aEards #aEards Analys Analysis is in the $or%pl $or%place ace *.*. *.*. Cont Control rol of #aEa #aEard rdou ous s 2ner 2nergi gies es *.". *.". Confi onfine ned d 0pa 0pace ce 2ntry ntry *.. *.. 3asi 3asic c 2lec 2lectr tric ical al 0afe 0afety ty *.9. 6all &r &rotection *.. *.. 3arr 3arric icad ades es and and 0ca 0caff ffol olds ds
*.B. *.B. 6ire 6ire 0afe 0afety ty and and the the 6ire 6ire Code Code *.?. *.?. -ndus ndustr triial #ygi #ygien ene e *.>. *.>. #aEa #aEard rd Comm Communi unica cati tion on and and Chemi Chemica call 0afet 0afety y ". 7alue 3ased 0afety 0afety and 'ff
0uggested 1eferences
None Asfahl, C. 1ay. Industrial Safety and ealth Management , 9th ed. &rentice #all, -nc., *==". Department of !abor and 2mployment. ccuational ealth and Safety Standards. #opf, &eter 0. 'esigner/s Guide to SA, SA, *nd ed. Ne+ Ior%: cra+<#ill, )>?*.
!. ALLI ALLIE! E! COUR COURSE SES S Co(r)e Na*e
Co(r)e !e)cri+,ion
N(*-er of Uni,) for Lec,(re an an La La-ora,or/ N(*-er of Con,ac, Ho(r) +er ee2 Prere3(i)i,e
Co(r)e O-4ec,ive)
BASIC MECHANICAL ENGINEERING /his course is an introduction to fundamental concepts of thermodynamics; heat transmissions in building structures; ventilating and air
College Algebra, &lane and 0pherical /rigonometry, &hysics * After completing this course, the student must be able to: ). nde nders rsta tand nd the the basi basic c conc concep epts ts of ther thermo mody dyna nami mics cs and and heat heat transfer and their application to thermal systems; *. Hno+ Hno+ the the curr current ent desig design n prac practi tice ces s and and proc procedu edure res s for for build buildin ing g electrical services, elevator and escalator, fire protection, intelligent buildings and green building and apply such concepts, practices and procedures to a term pro(ect. ". Hno+ the the ethical ethical issues issues +hich +hich are relevan relevantt to the the topics topics discuss discussed. ed.
). *. ".
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3asi asic Con Conce cept pts s of of /he /herm rmod ody ynami namics cs and and #e #eat /rans ransfe ferr 1efri efrige gera rati tion on and and Air Air
3en( 3en(am amin in 0tei 0tein n and and @ohn ohn 0. 1eyno eynollds; ds; Mechan Mechanica icall and #lectr #lectrica icall #(uiment for !uildings" ? !uildings" ?th 2d., c. )>>* David 3earg, Te5,-oo2) an Reference)
Indoor Air 6uality and 0AC Systems, Systems, c. )>>"
A0#1A2 @ournal Articles A0#1A2 #andboo% K 6undamentals Charles 6leddermann,
Co(r)e Na*e
Co(r)e !e)cri+,ion
N(*-er of Uni,) for Lec,(re an La-ora,or/ N(*-er of Con,ac, Ho(r) +er ee2 Prere3(i)i,e
Co(r)e O-4ec,ive)
#ngineering #thics, #thics, *nd 2d., c. *==
BASIC ELECTRICAL ENGINEERING /his course provides the students a sound bac%ground in the theory and concepts of the fundamental and basic la+s of electricity and magnetism. &ractical applications such as electrical equipment, electrical safety, blueprint reading, house and commercial building +iring, and lighting are introduced !ecture K " units !ecture K " hours College Algebra, &lane and 0pherical /rigonometry, &hysics * After completing this course, the student must be able to: ). #ave #ave a deep deeper er unde unders rsta tand ndin ing g and and appr apprec ecia iati tion on abou aboutt elec electr tric ic circuits. *. nderstand nderstand and apply operating operating principles principles of AC
!IRECT CT CURR CURREN ENT. T. 'hms 'hms !a+, !a+, 0eries, 0eries, &arall &arallel el Connec Connectio tions, ns, 1. !IRE
2. 3. 6.
5.
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7. 8. 9. La-ora,or/ E3(i+*en,
3atteries and &o+er. ALTERNATING CURRENT. 7oltage, CURRENT. 7oltage, Current &hase, &ea%, rms, Average 7alues. MAGNETISM. 6undamentals, agnetic Circuits, nits of agnetics. ELEC ELECTR TRIC ICAL AL MATE MATERI RIAL ALS. S. Cond Conduc ucto tors rs,, -nsu -nsula lato tors rs,, 0emiconductors. !C MACH MACHIN INES ES % E$UI E$UIPM PMEN ENT. T. 6undamental 6undamental Concepts, Concepts, otors, eters. AC MACHINES % E$UIPMENT. 6undamental 6undamental Concepts, Concepts, otors, otors, /ransformers. ELECTRICAL SAFET#. 2qui 2quipme pment nt &rot &rotec ecti tion, on, &ers &erson onnel nel &rotection. BLUEPRINT REA!ING. 2lectrical REA!ING. 2lectrical 0ymbols, 2lectrical Diagrams. HOUSE%COMMERCIAL BUIL!ING 8IRING AN! LIGHTING
N'N2 ).
+ational #lectrical Code andboo7. uss usso+ o+,, ilt ilton; on; Schaum Schaum/s /s utlin utline e Series Series&& !asic !asic #lectr #lectrici icity ty 2. Theory 8 Problems. )>?" 3. 6o+ler, 1ichard; #lectriity Princiles 8 Alications. )>?>. ullin, 1ay C. and 0mith, 1obert !.; #lectrical 4iring 4. 9Commercial:
S(e),e Reference)
E. PROFE PROFESSI SSION ONAL AL COUR COURSE SES S
E.1. Plannin Co(r)e Na*e
Co(r)e !e)cri+,ion
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an T(,orial N(*-er of Con,ac, Ho(r) +er ee2 Prere3(i)i,e%Co're3(i)i,e
Co(r)e O-4ec,ive)
Co(r)e O(,line
SUR"E#ING 1 9Ele*en,ar/ an Hiher S(rve/in: /heory /heory and practice of surveying surveying techniques and instruments instruments including including tape, compass compass,, transi transit, t, theodol theodolite ite and level; level; running running a traver traverse se and leveli leveling, ng, preparation preparation of plans plans of survey, and relocation relocation of boundaries boundaries.. /opographic /opographic surveying methods, lobal &ositioning 0ystem location for latitude, longitude, time time and and locat locatio ion n of shor shoreli elines nes and and soundi sounding ng,, meas measuri uring ng velo veloci city ty and and disc dischar harge ge of stre streams ams,, aeri aerial al and and sate satell llit ite e surv surveyi eying ng.. se se of a lob lobal al &ositioning 0ystem in surveying and computer soft+are. !ecture K " units 6ield+or% K ) unit !ecture K " hours 6ield+or% K " hours Advanced Algebra, Algebra, &lane and 0pherical /rigonometry, 2ngineering Dra+ing After completing this course, the student must be able to: ). nders nderstand tand the appropr appropriat iate e surveys surveys and invest investiga igatio tions ns required required for various civil engineering pro(ects. *. Hno+ the requirements requirements of various various surveys surveys and and investi investigations gations ". Hno+ Hno+ the method methodolo ologies gies of of carryin carrying g out the more more common common surveys surveys and investigations such as topographic surveys ). 0urv 0urvey eyin ing g con conce cept pts s *. easur easureme ements nts of 7erti 7ertical cal and and #oriEon #oriEontal tal Distan Distances ces ". !eveli !eveling ng 4Differe 4Differenti ntial, al, &rofil &rofile, e, Cross
La-ora,or/ E3(i+*en,
0uggested 1eferences
Co(r)e Na*e Co(r)e !e)cri+,ion N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an T(,orial N(*-er of Con,ac, Ho(r) +er ee2 Prere3(i)i,e%Co're3(i)i,e
Co(r)e O-4ec,ive)
Co(r)e O(,line
La-ora,or/ E3(i+*en,
S(e),e Reference)
Co(r)e Na*e< Co(r)e !e)cri+,ion
?. >. )=. )). ). *. ". . 9. . ). *. ". . 9. .
/rian riangu gula lati tion on #ydr #ydrog ogra raph phic ic surv survey ey lobal &ositioning &ositioning 0ystem 0ystem Computer Computer applications applications eas easur urin ing g tap tapes es 0tad 0tadia ia rod rods s and and rang range e pole poles s !evel /ran /ransi sit t/h /heo eodo doli lite te &0 0urv 0urvey eyin ing g sof soft+ t+ar are e 2lements of &lane 0urveying, 3enton 0urveying 6undamentals, cCormac &rinciples Application of 0urveying, Havanagh #igher 0urveying, !a &utt 0urveying, offit 3ouchard 0urveying; /h /heory an and &r &ractice,Anderson, @a @ames . .; i i%hail, 2d+ard .,
SUR"E#ING & 9Enineerin S(rve/): Design and !ayout of #oriEontal and 7ertical curves, line grade; earth+or% volumes, theory of location as applied to high+ay and rail+ays, mass diagram, overhaul and estimate of cost. se of computer soft+are for mass diagram. !ayout and alignment alignment of civil civil +or%s structures. !ecture K " units 6ield+or% K ) unit !ecture K " hours 6ield+or% K " hours 0urveying ) After completing this course, the student must be able to: ). Hno+ the methodologies methodologies of carrying carrying out the more common surveys surveys and investigations such as horiEontal and vertical curves, line grades, earth+or%s and theory of locations as applied to high+ays and rail+ays, mass diagram and overhaul. ). #ori #oriEo Eonta ntall and ver verti tica call curve curves s *. !ine !ines s and and grad grades es ". 2arth 2arth+o +or% r% compu computat tatio ions ns . !ayout !ayout and and align alignment ment of civil civil +or% +or%s s struct structure ures s 9. Comp Comput uter er appl applic icat atio ions ns ). eas easur urin ing g tap tapes es *. 0tad 0tadia ia rods rods and and rang range e pole poles s ". !evel . /ran /ransi sit t/h /heo eodo doli lite te 9. &0 . 0urv 0urvey eyin ing g sof soft+ t+ar are e ). 0urv 0urveyi eying ng and and !evel !evelli ling ng,, 3asa% 3asa% *. 0urveyi 0urveying ng 6undam 6undament entals als,, cCorm cCormac ac ". 1ail+a 1ail+ay y /rac /rac% % 2ngine 2ngineeri ering, ng, undry undry . 0urveyi 0urveying ng 6or Constr Construct uction ion,, -rvin -rvine e 9. 0urveying; 0urveying; /heory /heory and and &ractic &ractice,Ander e,Anderson, son, @ames .; i%hail, i%hail, 2d+ard .
CI"IL ENGINEERING PRO=ECTS A ro1ect study presents the highlights, descriptive definition, longJrange ob(ectives, feasibility criteria, history, and basic conclusions of the pro(ect under study. -t gives the analyst and the financier a vie+ of the +hole ob(ect
-t also presents a comprehensive description of the business and its operations and briefly defines the product lines of the business. a(or findings on the mar%et, technical, financial, socio
9th Iear standing After completing this course, the student must be able to: ).
Co(r)e O-4ec,ive)
nderstand nderstand methods methods of research, research, such as as identific identification ation of a feasibl feasible e pro(ect, scopes and delimitations, data interpretation, and research outputs.
*. Develo Develop p the technic technical al and manag managemen ementt s%ills s%ills require required d to independently plan, conduct and report on a program of investigation or research. ".
Carry out the the design design for a specified specified civil civil engineering engineering develop development. ment. /he design pro(ect +ill vary from year to year but +ill include aspects of structural, +ater, geomechanics and transport design.
.
0elect 0elect a pro(ect pro(ect from from a number number of topics topics offered. offered. /he /he pro(ect pro(ect outcomes are to be summariEed in a ma(or report and in a brief oral presentation
1. $ecture& &ro(ect 0ummary. 2. $ecture& Descriptive Definition of the &ro(ect, &ro(ects !ong<1ange
Co(r)e O(,line
La-ora,or/ E3(i+*en,
S(e),e Reference)
'b(ective, and 6easibility Criteria. 3. $ecture& #ighlights of the &ro(ect. #istory. &ro(ect /ime /able 0tatus. Nature 'f /he -ndustry. ode 'f 6inancing. -nvestment Costs. 4. $ecture& a(or Assumption and 0ummary of 6indings and Conclusion. ar%et 6easibility. /echnical 6easibility. 6inancial 6easibility. 0ocio<2conomic 6easibility. anagement 6easibility. &ro(ect &roposal. 9. 1esearch 1esearch and and 6ield+or 6ield+or% % on the 0elected 0elected 0tudy. 0tudy. &rogress &rogress 1eports. 1eports. . 0ubmission 0ubmission of $or%: $or%: )==L )==L 4+ritten 4+ritten pro(ect pro(ect proposal, proposal, final final report report on practical +or%, seminar presentation5. Dependent on the type of pro(ect underta%en *==). A !usiness Planning Manual& A Pro1ect 1. Cuyugan, @orge #. *==). A %easibility Study Guide for %iliinos. &hilippines: 3right Concepts. 2. National $riting &ro(ect. *==". !ecause 4riting Matters& Imroving Student 4riting in our Schools. Schools. @ossey<3ass. 3. Asian &roductivity 'rganiEation. )>?). Pro1ect %easibility Study Prearation. A&'. Prearation. A&'. . &ublishedunpublished thesis, dissertation, pro(ect study or feasibility study.
Co(r)e Na*e<
Co(r)e !e)cri+,ion
BUIL!ING !ESIGN 1 A study on building parts and its construction, i.e. from the foundation to the roofing. 0tudy of the National 3uilding Code Code and other pertinent codes. A practical sub(ect that +ill develop in the student the s%ills required in building design and construction. /his includes interpretation of building plans and actual observation and study.
N(*-er of Uni,) for Lec,(re; !ecture K ) unit La-ora,or/; Fielor2 an !aboratory K ) unit T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K ) unit ee2 !aboratory K " unit Prere3(i)i,e%Co're3(i)i,e Co(r)e O-4ec,ive)
Co(r)e O(,line
La-ora,or/ E3(i+*en,
S(e),e Te5,-oo2) an Reference)
Co(r)e Na*e< Co(r)e !e)cri+,ion
2ngineering Dra+ing After completing this course, the student must be able to: ). #ave %no+ledge in drafting building plans. *. 1ead 1ead and interp interpret ret buildi building ng plans. plans. ". Apply the theoretical theoretical %no+ledge %no+ledge into the actual constructio construction. n. ). -nterpr -nterpreta etation tion and read reading ing of of buildi building ng plans plans *. 6oun 6oundat datio ion n plan plan and and det detai ails ls ". 6loo 6loorr plan plans s and and eleva elevati tions ons . 6loor 6loor and and roof roof frami framing ng plan plan and and detai details ls 9. 0truc 0tructu tural ral plan plans s and and deta detail ils s . Detail Detailed ed cross cross and and longi longitud tudina inall sectio sections ns B. 6orm 6orm+o +or% r%s s and and scaff scaffol oldi ding ngs s Drafting 1oom ). 3uil 3uildi ding ng Con Const stru ruct ctio ion n boo% boo%s s *. &lanni &lanning ng and Desi Designer gners s #andboo #andboo%, %, ax ax 6a(ardo 6a(ardo ". 3uilding 3uilding Construction Construction -llustrated, -llustrated, 6rancis 6rancis D.H. D.H. Ching . Actual Actual 3uildi 3uilding ng &lan &lans s in in 3lue 3luepri print nt 9. nif nifor orm m 3uil 3uildi ding ng Cod Code e . Nati Nation onal al 3uil 3uildi ding ng Code Code B. Nation National al 0truc 0tructur tural al Code Code of the the &hili &hilippi ppines nes ?. 0impli 0implifie fied d 3uildin 3uilding g Construc Constructio tion, n, ax 6a(ar 6a(ardo do
BUIL!ING !ESIGN & /he study of the plumbing code, fire code and electrical code of the &hilippines, its interpretation and application in building design and construction.
N(*-er of Uni,) for Lec,(re; !ecture K ) unit La-ora,or/; Fielor2 an !aboratory K ) unit T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K ) unit ee2 !aboratory K " unit Prere3(i)i,e%Co're3(i)i,e
Co(r)e O-4ec,ive)
Co(r)e O(,line
La-ora,or/ E3(i+*en, 0uggested 1e 1eferences
3uilding Design ) After completing this course, the student must be able to: ). -nterpret -nterpret the the various various building building codes codes of the the &hilip &hilippines. pines. *. &repa &repare re draft draftin ing g plan plans. s. ". Differentia Differentiate te different different electrical electrical and construction construction materials materials . nders nderstan tand d actual actual plumbi plumbing ng and elect electric rical al layout layout.. ). &lum &lumbi bing ng +or% +or%s s *. 2lec 2lectr tric ical al +or +or%s %s ". ec echani hanic cal +or +or%s %s . Carp Carpen entr try y and fin finis ishi hing ng +or% +or%s s 9. 6ire ire &r &rotec otecti tion on Drafting 1oom ). 0implified &lumbing De Design an and 2stimates by ax 6a(ardo
*. ". . 9. . B. ?.
0implified 0implified 2lectrical 2lectrical Design and 2stimates, 2stimates, ax 6a(ardo 6a(ardo &lum &lumbi bing ng Code Code of the the &hil &hilip ippin pines es echani echanical cal Code Code of the &hilip &hilippin pines es 6ire 6ire Cod Code e of the the &hil &hilip ippi pines nes 2lectr 2lectrica icall Code Code of the &hilip &hilippin pines es nif nifor orm m 3uil 3uildi ding ng Cod Code e 3uilding 3uilding Construction Construction -llustrated, -llustrated, 6rancis 6rancis D.H. D.H. Ching
E.&. !e)in Co(r)e Na*e
Co(r)e !e)cri+,ion
A!"ANCE! ENGINEERING MATHEMATICS FO F OR CE A study of selected topics in mathe matics and their applications in advanced mathematics courses in engineering and other allied sciences. -t covers the study of Complex Numbers, !aplace and -nverse !aplace /ransforms, &o+er series, 6ourier series, atrices and Determinants, 7ector Analysis and Numerical ethods.
N(*-er of Uni,) for Lec,(re !ecture K " units an La-ora,or/ N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e Differential 2quations After completing this course, the student must be able to: ). 6amiliariE 6amiliariEe e themselve themselves s +ith +ith the the differe different nt paramet parameters, ers, la+s, theorems and the different methods of solutions in advance Co(r)e O-4ec,ive) mathematics, *. Develop Develop their their abilities abilities on ho+ to apply apply the different different la+s, la+s, methods methods and theorems particularly in complex problems. ). Compl omplex ex Numbe umbers rs *. !aplac !aplace e and and -nvers -nverse e !apla !aplace ce /rans /ransfor forms ms ". &o+er 0eries Co(r)e O(,line . 6ouri ourier er 0eri eries 9. 7ec 7ector tor Ana Anallysis ysis . Nume Numeri rica call eth ethod ods s La-ora,or/ E3(i+*en, N'N2 Dulay,7irgilio, Advanced #ngineering Mathematics" )>> 1. Dulay,7irgilio, Advanced 2r+in, Advanced #ngineering Mathematics" @ohn Mathematics" @ohn $iley 2. HreysEig, 2r+in, Advanced and 0on &ublishing )>B* 3rom+ell,Arthur, Advanced Mathematics in Physics and 3. 3rom+ell,Arthur, Advanced Te5,-oo2) an Reference) #ngineering" c ra+ #ill &ublishing )>9" 4. Holman, 3ernard $inear 3ernard $inear Algebra, Algebra, c illan &ublishing #ous)>>) ill Publishing )>? 5. 0cheid, 6rancis, +umerical Analysis" Mc Graw ill ;. Mat$ab Mat$ab Manuals Manuals *el <2" MSffi MSffice ce 2=== 2===
Co(r)e Na*e
GEOTECHNICAL ENGINEERING 1 9Soil Mechanic): /his course deals +ith the study of the identification and classification of soils and roc%s, 0ite investigation and subsurface exploration, the physical and index properties of soil, compaction, +ater flo+ through soils, Co(r)e !e)cri+,ion subsurface stress and deformation phenomena in soils, laboratory testing, and the relevance of these topics as they affect soil strength, compressibility, stability, and drainage. A thorough %no+ledge of engineering geology and the mechanics of deformable bodies is imperative N(*-er of Uni,) for Lec,(re; !ecture K " units La-ora,or/; Fielor2 an !aboratory K ) unit
T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 !aboratory K " hours Prere3(i)i,e%Co're3(i)i,e
Co(r)e O-4ec,ive)
Co(r)e O(,line
La-ora,or/ E3(i+*en,
echanics of Deformable 3odies After completing this course, the student must be able to: ). Define Define soil mechanics mechanics and its importance importance in civil engineering. engineering. selecting 2. 0ho+ proficiency in determining soil and roc%properties, selecting soil parameters for analysis and design relevant to geotechnical engineering. ". Descri Describe be the fundame fundamenta ntals ls of geotec geotechni hnics. cs. . Demonstrate Demonstrate concepts concepts and principles principles of field exploration. exploration. 9. nderstand nderstand various various subsurfac subsurface e explorati explorations ons equipments, equipments, soil laboratory tests and equipments 1. -ntroduction: 0oil: -ts -mportance in Civil 2ngineering and ans ost Common Common and Complex Construction aterial. 'rigin of soils and roc%s. 0oil identification and classification. $aboratory #)ercise +o. =55!aboratory =55!aboratory &olicies and &rocedures. $aboratory #)ercise +o. <550oil <550oil 0ampling, !abelling, and 0torage. $aboratory #)ercise +o. 55$et >55$et &reparation of a Disturbed 0oil 0ample. $aboratory #)ercise +o. ?55&reparation ?55&reparation of an ndisturbed 0oil 0ample. 2. 6ormation of 0oil and 0oil Deposits. 0ite investigation and subsurface exploration. 0oil Description and 6ield /ests. $aboratory #)ercise +o. @550imple @550imple 7isual and anual /ests: -dentification of 0oil 0ample in the 6ield. &hysical &roperties o f 0oil. ". -ndex -ndex &ropert &roperties ies of 0oil. 0oil. assJ7o assJ7olum lume e 1elatio 1elationshi nship. p. $aboratory #)ercise +o. ;55nit ;55nit $eight, oisture Content, 0pecific ravity, 7oid 1atio, &orosity, and Degree of 0aturation Determination. . Consis Consisten tency cy of 0oils: 0oils: Atterb Atterberg erg !imi !imits. ts. $aboratory #)ercise +o.55!iquid +o.55!iquid !imit, &lastic !imit, 0hrin%age !imit, and &lasticity -ndex Determination. 9. Classificat Classification ion /ests /ests for for 0oils: 0oils: AA0#/ AA0#/', ', 0DA, 0DA, nified nified /ests. /ests. $aboratory #)ercise +o. B55rain B55rain 0iEe Analysis: 0ieve /est, #ydrometer /est. 6. 0oil Compaction and 6ield /ests. $aboratory #)ercise +o.55Compaction +o.55Compaction /ests: 0tandard &roctor /est, odified AA0#/' /est. $aboratory #)ercise +o. <=55In<&lace <=55In<&lace Density Determination /est: 0and< Cone ethod, $ater 3alloon ethod, Calibrated 3uc%et ethod, -mmersion ethod. B. 0oil oil /axon axonom omy. y. ?. meab meabil ilit ity y of of 0oi 0oils ls.. $aboratory #)ercise +o.<<55 &ermeability /ests: Constant #ead /est, 7ariable #ead /est, 6ield /est. >. illari illarity ty of 0oils 0oils.. 0eepag 0eepage e and Draina Drainage ge of 0oil. 0oil. +o.<2550eepage Analysis. 10. $aboratory #)ercise +o.<2550eepage $aboratory #)ercise +o. =55!aboratory =55!aboratory &olicies and &rocedures. $aboratory #)ercise +o. <550oil <550oil 0ampling, !abelling, and 0torage. ). 0oil Au Auger. *. 0pade or or 0h 0hove ovel. ". Digging /oo /oolls. . ois oistu ture re tig tight ht sam sampl ple e cont contai ainer ners. s. 9. &etr &etro+ o+ax ax or &ara &araff ffin in.. $aboratory #)ercise +o.
$aboratory #)ercise +o. 255Dry 255Dry &reparation of a Disturbed 0oil 0ample. ). /riple /riple 3eam 3eam 3ala 3alance nce or or Digita Digitall $eighi $eighing ng 0cale 0cale.. *. 'ven 'ven +ith +ith temp temper erat ature ure cont control rol.. ". &ans. . 0tandar 0tandard d 0iev 0ieves es Nr. Nr. = = and and Nr. )=. 9. 1ubber 1ubber all allet et or 1ubber 1ubber55$et >55$et &reparation of a Disturbed 0oil 0ample. ). /riple /riple 3eam 3eam 3ala 3alance nce or or Digita Digitall $eighi $eighing ng 0cale 0cale.. *. 'ven. 3. &ans +ith at least "== mm φ and B9 mm deep. . 0tan 0tanda dard rd 0iev 0ieves es Nr Nr =. =. 9. 6unnel. . 6ilter &a &aper. $aboratory #)ercise +o. ?55&reparation ?55&reparation of an ndisturbed 0oil 0ample. ). 0oil !a !athe. *. $ire 0a+. ". iter 3ox. . Hnife. 9. 7ern 7ernie ierr or micr microm omet eter er cali caliper pers. s. . agn agnif ifyi ying ng las lass. s. B. Cell Cellop opha hane ne or $ax $ax &ap &aper er.. ?. 2xtrud 2xtruder er 4if 4if the the tube tube sample sample is used used5. 5. $aboratory #)ercise +o. @550imple @550imple 7isual and anual /ests: -dentification of 0oil 0ample in the 6ield. &hysical &roperties of 0oil. ). 2rle 2rlenm nmey eyer er 6las 6las%. %. *. 'ven 'ven,, +ith +ith temper temperat ature ure con contr trol ol.. ". ixi ixing ng Cont Contai aine ners rs.. . 0poons. 9. 1oll olling &an. . lass &l &lates. es. $aboratory #)ercise +o. ;55nit ;55nit $eight, oisture Content, 0pecific ravity, 7oid 1atio, &orosity, and Degree of 0aturation Determination. ,nit 4eight 'etermination. ). 3ea%er. *. 7erni ernier er Cal Calip iper er.. ". 3alance. . &ara &araff ffin in or or Cand Candle le $ax $ax.. 9. 0oil !a !athe. . Disti istillled led $ate $ater. r. B. Hnife nife or $ire $ire 0a+. a+. ?. &air of of /o /ongs. gs. >. 'ven 'ven +ith +ith temp temper erat ature ure cont control rol.. )=. /riple /riple beam beam balance balance.. )). 0mall metal drying cans. )*. &air &air of tongs. tongs. )". Dessic Dessicator ator.. Moisture Content 'etermination. ). 'ven 'ven +ith +ith temp temper erat ature ure cont control rol.. *. /rip /riple le beam beam bala balanc nce. e. ". 0mal 0malll met metal al dryi drying ng cans cans.. . &air of of to tongs. 9. Dess essicato ator. Secific Gravity 'etermination. ). &ycnometer or any 7olumetric 6las%. *. 'ven. ". 3alance. . Disti istillled led $ate $ater. r. 9. /hermometer graduated to =.)=° C. . 3unsen 3unsen 3urner 3urner +ith +ith iron iron stand stand or or 0ingle 0ingle 3urner 2lectric 2lectric 0tove. 0tove.
B. $ater 3a 3ath. ?. 0ieve eve Nr. )=. >. Drying Cans. )=. edicine edicine dropper dropper or pipette pipette )). &air &air of /ongs. /ongs. $aboratory #)ercise +o.55!iquid +o.55!iquid !imit, &lastic !imit, 0hrin%age !imit, and &lasticity -ndex Determination. $i(uid $imit 'etermination. ). !iquid !iquid !imit !imit Device +ith rooving rooving /ool /ool 4Casagr 4Casagrndes ndes Cup5. *. ixing 3o 3o+l. ". 'ven 'ven +ith +ith temp temper erat ature ure cont control rol.. . 3ala 3alance nce,, accu accura rate te to to =.)= =.)= gram gram.. 9. 0ieve eve Nr. =. . &ans. B. Drying Cans. ?. etric 0c 0cale. >. &air of of to tongs. )=. )=. 0pat 0patul ula. a. )). Distil Distilled led $ate $aterr Plastic $imit 'etermination. ). lass &late. *. ixing 3o+l. ". 'ven +ith temperature control. . 3alance, accurate to =.)= gram. 9. 0ieve Nr. =. . &ans. B. Drying Cans. ?. &air of tongs. >. 0patula. )=. Distilled $ater. Shrin7age $imit 'etermination. 1. 0hrin%age old 49 mm φ and )" mm deep5. 2. 9= mm φ lass Cup. ". &etr &etrol oleu eum m @elly @elly.. . erc ercur ury y 0upp 0upply ly.. 9. edi edici cine ne Drop Dropper per.. 6. ))9 mm φ 2vaporating Dish. B. radu raduate ated d Cyli Cylind nder er.. ?. las lass s &lat &late. e. >. &rongs. )=. 0patula. 0patula. )). 'ven +ith temperature temperature control. )*. &air of /ongs. /ongs. )". Dessicator. Dessicator. ). 3alance, accurate to =.)= g. )9. 0ieve Nr. =. ). 0traightedge 0traightedge.. Plasticity Inde) 'etermination. ). Cone Cone &ene &enetr trome ometer ter.. 2. 9= mm φ /in Cup. ". &rongs. . 0patula. 9. 'ven 'ven +ith +ith tempe temperat rature ure contr control. ol. . &air &air of /ong /ongs. s. B. 3alanc 3alance, e, accu accurat rate e to =.)= =.)= g. ?. 0ieve eve Nr. Nr. =. =. >. 0tra 0traig ight hted edge ge.. $aboratory #)ercise +o. B55rain B55rain 0iEe Analysis: 0ieve /est, #ydrometer /est. Sieve Test. ). 0et 0et of 0tan 0tanda dard rd 0iev 0ieves es..
*. ". . 9. . B. ). *. ". . 9. . B. ?. >. )=. )). )*. )". ). ).
'ven 'ven +ith +ith temp temper erat ature ure cont control rol.. 3alance. &ans. &air of of to tongs. anual anual or echani echanical cal 0ieve 0ieve 0ha%er 0ha%er.. ort ortar ar and and &est &estle le.. ydrometer Test. 3alanc 3alance, e, sens sensiti itive ve to to at least least =.)= =.)= gram. gram. echani echanical cal 0tirr 0tirring ing Appar Apparatu atus s and Disper Dispersio sion n Cup. #ydrom #ydrometer eter,, heavy heavy and and calibr calibrate ated d for soil. soil. )
$aboratory #)ercise +o.55Compaction +o.55Compaction /ests: 0tandard &roctor /est, odified AA0#/' /est. Standard Proctor Test. ). Compaction Compaction old. old. /his /his consists consists of a cylindr cylindrical ical metal metal mold mold +ith +ith an internal diameter of .== inches, height about .= inches, and having a volume of )"= cu. ft. +ith a detachable mold collar about *.9= inches high and .== inches diameter. *. etal rammer having a *.== *.== inches inches diameter, diameter, +eighing +eighing 9.9= 9.9= lbs. lbs. and and +ith a suitable means for controlling their drops. ". $eighi $eighing ng scale scale,, +ith +ith a minimu minimum m capaci capacity ty of )* %g. %g. . 3alanc 3alance, e, +ith +ith a )== )== g capacit capacity y and sens sensiti itive ve to =.)= =.)= g. 9. 'ven 'ven +ith +ith temp temper erat ature ure cont control rol.. . Drying cans. ns. B. 0trai traigh ghte tedg dge e. ?. !arg arge mix mixin ing g pan pan.. >. ixing bo+l o+l. )=. )=. 0ieve 0ieve Nr. Nr. . . )). ortar +ith rubber pestle. pestle. )*. 0coop 0coop and and spoons. spoons. )". )". 3ea% 3ea%er er.. ). Distil Distilled led $ater $ater.. )9. /ools or suitable suitable material material or mechanical mechanical device for extruding extruding the compacted sample from mold. ). oisture oisture 0prayer or any suitable suitable device device for thoroughly thoroughly mixing soil sample +ith +ater. Modified AAST Test. ). Compaction Compaction old. old. /his /his consists consists of a cylindr cylindrical ical metal metal mold mold +ith +ith an internal diameter of .== inches, height about .= inches, and having a volume of )"= cu. ft. +ith a detachable mold collar about *.9= inches high and .== inches diameter. *. etal rammer having a .== .== inches inches diameter, diameter, +eighing +eighing )=.== )=.== lbs. lbs. and +ith a suitable means for controlling their drops. ". $eighi $eighing ng scale scale,, +ith +ith a minimu minimum m capaci capacity ty of )* %g. %g. . 3alanc 3alance, e, +ith +ith a )== )== g capacit capacity y and sens sensiti itive ve to =.)= =.)= g. 9. 'ven 'ven +ith +ith temp temper erat ature ure cont control rol.. . Drying cans. ns. B. 0trai traigh ghte tedg dge e. ?. !arg arge mix mixin ing g pan pan.. >. ixing bo+l o+l.
)=. )=. )). )*. )". )". ). )9.
0ieve 0ieve Nr. Nr. . . ortar +ith rubber pestle. pestle. 0coop 0coop and and spoons. spoons. 3ea% 3ea%er er.. Distil Distilled led $ater $ater.. /ools or suitable suitable material material or mechanical mechanical device for extruding extruding the compacted sample from mold. ). oisture oisture 0prayer or any suitable suitable device device for thoroughly thoroughly mixing soil sample +ith +ater. $aboratory #)ercise +o. <=55-n<&lace <=55-n<&lace Density Determination /est: 0and< Cone ethod, $ater 3alloon ethod, Calibrated 3uc%et ethod, -mmersion ethod. Sand Cone Method. ). Density Density Apparatus Apparatus.. /his /his shall shall consist consist of a . 0oil &an. )=. Drying Drying Cans. Cans. )). )). Cont Contai aine ner. r. )*. 0traig 0traighte htedge dge.. )". /hermo /hermomete meter. r. ). Distil Distilled led $ater $ater.. 4ater !alloon Method. ). 3alloon 3alloon Apparatus Apparatus.. /his is a calibra calibrated ted vessel vessel containi containing ng a liquid liquid +ithin a relatively thin flexible, elastic membrane 4plastic balloon5. *. 3ase &late. &late. A rigid rigid metal metal plate plate machined machined to to fit the base base of the the balloon apparatus. ". 3alances, 3alances, one one of the )= %g capacity capacity readable readable to ).== g, another another of *.== %g capacity readable to =.)=g. . 'ven 'ven,, +ith +ith temper temperat ature ure con contr trol ol.. 9. Drying Ca Cans . &air of of /o /ongs. gs. B. 0oil &an. ?. Digging Digging /ools. /ools. /hese /hese may include include cro+bars, cro+bars, augers, augers, small small pic%s, pic%s, chisels, spoons, brushes, scre+drivers, and copping sa+. >. &lastic &lastic bags, bags, buc%ets buc%ets +ith +ith lid, lid, shovels shovels or spades and a straightedge straightedge for leveling and preparing test location. )=. Calibration Calibration equipment. equipment. /hermomete /hermometerr accurate to =.9= , glass plate plate mm or thic%er, and grease. Calibrated !uc7et Method. ). Cali Calibr brat atio ion n 3uc% 3uc%et et.. *. uide uide plate, plate, abou aboutt "== mm mm O "== mm mm O 9 mm 4)* 4)* O )* )* O ")5 ")5 +ith +ith a )9= mm 45 diameter hole at the center. /his +ill serve as the base for tests of soft soil. ". 0and. -t must must be clean, clean, dry and and free
. 9. . B. ?. >. )=. )). )). )*. )". ).
'tta+a 0and, if available. Digging Digging tools. tools. /hese may consist consist of an earth auger, a cro+bar, cro+bar, a chisel, a %nife, and a copping sa+. 3alanc 3alances: es: )=<% )=<%g, g, and and 9==
Immersion Method. ). Digging Digging tools. tools. /hese /hese may consist consist of of an earth earth auger, a cro+bar, cro+bar, a chisel, a %nife, and a copping sa+. *. 3alanc 3alance, e, sens sensiti itive ve to =.)= =.)=g. g. ". 'ven 'ven +ith +ith tempe temperat rature ure contr control. ol. . 0patula. 9. 0oil &an. . Dryin rying g Cans Cans.. B. &ara &araff ffin in or &et &etro+ ro+ax ax.. ?. Dist Distil ille led d $ate $ater. r. $aboratory #)ercise +o.<<55 &ermeability /ests: Constant #ead /est, 7ariable #ead /est, 6ield /est. Constant ead Test. ). &ermeameter &ermeameter 0et. /he /he set must be be complete complete +ith +ith pipe pipe fittings fittings and and head +ith air escape valve and fitting. *. 0tandpi dpipe. ". 7acuum &um &ump p. . 3ala 3alanc nce, e, sensi sensiti tive ve to =.) =.)=g =g.. 9. 0iev 0ieve e Nr. Nr. *==. *==. . Dist Distil ille led d $ate $ater. r. B. /hermom /hermometer eter,, sensi sensitiv tive e to =.)= =.)= C. C. ?. 0top $atch. >. /amp /ampin ing g Devi Device ce.. )=. raduated raduated Cylinder. Cylinder. )). 'ven, +ith +ith temperature temperature control. control. )*. Drying Drying Cans. Cans. )". Calipe Calipers. rs. ). ). 0coo 0coop. p. )9. )9. 6unn 6unnel el.. ). raduated raduated 6las%. )B. eters eterstic tic%. %. )?. 1ubber 1ubber /ubin /ubing. g. )>. 0upport 0upport 6rames, 6rames, and Clamps. Clamps. 0ariable ead Test. ). &ermeameter &ermeameter 0et. /he /he set must be be complete complete +ith +ith pipe pipe fittings fittings and and head +ith air escape valve and fitting. *. 0tandpi dpipe. ". 7acuum &um &ump p. . 3ala 3alanc nce, e, sensi sensiti tive ve to =.) =.)=g =g.. 9. 0iev 0ieve e Nr. Nr. *==. *==. . Dist Distil ille led d $ate $ater. r. B. /hermom /hermometer eter,, sensi sensitiv tive e to =.)= =.)= C. C. ?. 0top $atch. >. /amp /ampin ing g Devi Device ce.. )=. raduated raduated Cylinder. Cylinder.
)). 'ven, +ith +ith temperature temperature control. control. )*. Drying Drying Cans. Cans. )". Calipe Calipers. rs. ). ). 0coo 0coop. p. )9. )9. 6unn 6unnel el.. ). raduated raduated 6las%. )B. eters eterstic tic%. %. )?. 1ubber 1ubber /ubin /ubing. g. )>. 0upport 0upport 6rames, 6rames, and Clamps. Clamps. %ield Test. ). 3ottom 3ottomles less s Can, Can, abou aboutt ).9=< ).9=
S(e),e Reference)
Co(r)e Na*e<
$aboratory #)ercise +o.<255 0eepage +o.<255 0eepage Analysis. ). Computer. er. *. 0oft+are 0oft+are &ac%age &ac%age on eotechnical eotechnical 2ngineering 2ngineering 40eepage 40eepage Analysis5. ". &ri &rinter nter or &lot &lotte ter. r. 1. c Carthy, David 6. *==). #ssentials of Soil Mechanics and %oundations& !asic Geotechnics" ;th #dition. #dition. Ne+ @ersey, 0A : &rentice #all. %oundations. Ne+ Ior%, 0A : @ohn 2. !iu, Cheng. *===. Soils and %oundations. $iley 0ons. ". !iu, Cheng. *===. Soil Proerties Testing Measurement and #valuation" ?th #dition. Ne+ @ersey, 0A : &rentice #all. . 3udhu, uni. *===. Soil Mechanics and %oundations. Ne+ %oundations. Ne+ Ior%, 0A : @ohn $iley 0ons. 9. Das, 3ra(a. )>>>. %undamentals of Geotechnical #ngineering. 3roo%sCole &ublishing Co. . 3o+les, @oseph. )>>9. %oundation Analysis and 'esign"" @th #dition." 0A. #dition." 0A. B. Cernica, @ohn N. )>>9. Soil Mechanics. 0A:@ohn Mechanics. 0A:@ohn $iley and 0ons, -nc. et. al. )>>9. Soil Mechanics %or #ngineering 8. /erEaghi, Harl et. Practice. @ohn $iley and 0ons, -nc. Introductory Soil 9. 0o+ers, eorge 6., 0o+ers, eorge 3. )>B>. Introductory Mechanics and %oundation. acmillan, %oundation. acmillan, Ne+ Ior%.
GEOTECHNICAL ENGINEERING & 9Fo(na,ion: /he introductory part of this course deals +ith the some fundamentals of geotechnical engineering that includes compressibility of soil, shear strength of soils, triaxial tests of soils, settlement, lateral earth pressure, soil bearing capacity, slope stability, and earth retaining structures.
Co(r)e !e)cri+,ion /he second part of this course deals +ith the design of reinforced concrete footings such as +all footing, square isolated footing 4sub(ect to axial load, and to axial load and bending moment5, rectangular footing 4isolated and combined5, trapeEoid footing, footing on piles, and strap footing. N(*-er of Uni,) for Lec,(re; !ecture K " units
La-ora,or/; Fielor2 an T(,orial
!aboratory K ) unit
N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 !aboratory K " hours extensive exercises Prere3(i)i,e%Co're3(i)i,e
Co(r)e O-4ec,ive)
Co(r)e O(,line
eotechnical 2ngineering ) After completing this course, the student must be able to: ). nderstand nderstand the the principles principles of soil compress compressibili ibility ty as applied applied to different types of soil profiles. *. Discuss Discuss the procedur procedures es on ho+ to solve solve problems problems regarding regarding the the effective stress concepts that include vertical stress on a point belo+ the ground surface, subsurface stress belo+ +ater surface and other different current conditions of soil. ". AnalyEe AnalyEe the effects effects of vertical vertical and and horiEontal horiEontal stresses stresses of soil on the structure that is to be constructed at a depth belo+ the ground surface. . Calculate Calculate the the magnitude magnitude of the the lateral lateral earth pressure pressure that can can be produced on soil using the 1an%ine and Coulombs theories. 9. se ne+ geotechnical geotechnical engineering engineering materials. materials. . Apply Apply geotechn geotechnica icall engineerin engineering g soft+are. soft+are. B. Apply different different methods methods of analysi analysis s and design design of the the foundation foundation components of structures. ?. Design Design various various types of reinforced reinforced concrete concrete footings footings of the the structures to be erected at specific locations ). Compressibi Compressibility lity of 0oils: 0oils: 0ettlement 0ettlement due to to primary primary consoli consolidation dation of soil 4for normally consolidated of soil and overconsolidated clays5, Consolidation settlement due to stresses caused by footing. *. 0hear 0trength 0trength of 0oils: 0oils: Direct Direct shear test 4normally 4normally consolid consolidated ated and overconsolidated clays5. ". /riaxial /riaxial /ests /ests of 0oil: 0oil: Consolidate Consolidated. 1ect 1ectan angul gular ar isola isolate ted d footin footing. g. )=. 6ootin 6ooting g on piles. piles. )). 1ectangular 1ectangular combined combined footing. footing. )*. /rapeEoidal /rapeEoidal footing. footing. )". 0trap 0trap foot footing ing.. ). 0ettlement 0ettlement Analysis. Analysis. )9. 0lope 0lope 0tability 0tability Analysis. Analysis. ). 1etaining 1etaining $alls $alls and 0lope &rotectio &rotection. n. )B. eosyntheti eosynthetics, cs, eotextiles, eotextiles, 0oil 0tabiliEation 0tabiliEation and -mprovement. $aboratory #)ercise +o. <553earing <553earing 1atio Capacity of Compacted 0oil. ). !oad achine. achine. /his /his loading loading machine machine must must have have a capacity capacity of at least .9 %N, and equipped +ith a movable head or base that travels at a uniform 4not pulsating5 rate of ).*9 mm 4=.=95min., for use in forcing the penetration piston into the specimen. /he machine shall be equipped +ith a load
. B. ?. >.
La-ora,or/ E3(i+*en,
0ets ets of of $ei $eigh ghts ts.. &ene &enetr trat atio ion n &ist &iston on.. age ages s K t+o t+o dia diall gag gages es.. iscellaneo iscellaneous us Apparat Apparatus us such such as mixing mixing bo+l, straightedge straightedge,, scales, soa%ing tan% or pan, oven, drying cans, scoops, filter paper and dishes.
$aboratory #)ercise +o. 255Consolidation 255Consolidation /est. ). Casagrande type oedometer, +hich includes: ).) Consolidati Consolidation on ring, internal internal diameter diameter B9 mm, height *= mm. ).* 6ixed ring, ring, consolida consolidation tion cell. cell. )." Dial gauge gauge reading to =.=) =.=) mm having a travel travel of at least )= mm. ). !oadin !oading g device device.. *. 6lat glass plate, approximately )== mm O )== mm. ". 'ven +ith +ith temperature control. . /op /op pan +eighi +eighing ng balanc balance e reading reading accu accurat rate e to =.)= g. g. 9. 7ern 7ernie ierr cal calip iper ers. s. 6. &ac%et of B9 mm φ 6ilter &apers. B. 0ilico 0ilicone ne rea rease se or or &etro &etroleu leum m @elly @elly.. ?. 0et 0et of of 0ta 0tand ndard ard $eig $eights hts.. >. 0top+at 0top+atch ch or or Cloc% Cloc% read readabl able e to ) second second.. )=. &alett &alette e Hnife. Hnife. $aboratory #)ercise +o. >550tandard >550tandard &enetration /est. ). Dril Drilli ling ng 2qu 2quip ipme ment nt.. *. 0pli 0plit< t<0p 0poo oon n sam sampl pler er ". 0tan 0tandar dard d &enet &enetra rati tion on /est /est 0et 0et.. . !abels, !abels, data data sheets sheets,, sample sample container container and other other necessary necessary materials. $aboratory #)ercise +o. ?55Direct ?55Direct 0hear /est, 7ane 0hear /est, /riaxial 0hear for Cohesionless 0oil, /riaxial 0hear for Cohesive 0oil. 'irect Shear Test. ). 0ample 0ample 6ormer 6ormer K a cutter cutter or mold mold for forming forming samples samples to to fit the the shear box. 0amples can be compacted directly in the shear box. *. Dire Direct ct she shear ar ac achi hine ne ". &rov &rovin ing g shear shear assem assembl bly. y. . 2xtens 2xtensome ometer ter assemb assembly ly , * sets sets 9. 1emold 1emolding ing Cyli Cylinde nderr and and tamper tamper . 0top top $atc atch B. 'ther laborato laboratory ry equipment, equipment, as oven +ith +ith temperatur temperature e control, control, drying cans,balances,caliper and pans. 0ane Shear Test. ). 7ane 7ane 0hea 0hearr 0et 0et.. *. 0tee 0teell /or /orqu que e 1ods 1ods.. Tria)ial Shear Test. ). 7acuum 7acuum shear shear base base and cap. cap. *. 1ubber 1ubber membr membrane ane
9. $ax &ap &aper er.. . 'ther laboratory laboratory equipme equipment, nt, such such as oven oven +ith +ith temperatur temperature e control, drying cans, balances and pans. $aboratory #)ercise +o. ;D Applications Applications of eotechnical 2ngineering 0oft+are. ). Compu omputter. er. *. 0oft+are 0oft+are &ac%age &ac%age on eotechn eotechnical ical 2ngineering 2ngineering.. 3. &rinter or &lotter.
1. c Carthy, David 6. *==). #ssentials of Soil Mechanics and 2.
". . S(e),e Reference)
9. . B. 8. 9.
Co(r)e Na*e Co(r)e !e)cri+,ion
%oundations& !asic Geotechnics" ;th #dition. Ne+ #dition. Ne+ @ersey, 0A : &rentice #all. !iu, Cheng. *===. Soils and %oundations. Ne+ %oundations. Ne+ Ior%, 0A : @ohn $iley 0ons. !iu, Cheng. *===. Soil Proerties Testing Measurement and #valuation" ?th #dition. Ne+ @ersey, 0A : &rentice #all. 3udhu, uni. *===. Soil Mechanics and %oundations. %oundations. Ne+ Ior%, 0A : @ohn $iley 0ons. Das, 3ra(a. )>>>. )>>>. %undamentals of Geotechnical #ngineering. #ngineering. 3roo%sCole &ublishing Co. 3o+les, @oseph. )>>9. %oundation Analysis and 'esign"" @th #dition. 0A. #dition. 0A. Cernica, @ohn N. )>>9. Soil Mechanics. 0A:@ohn Mechanics. 0A:@ohn $iley and 0ons, -nc. /erEaghi, Harl et. et. al. )>>9. Soil Mechanics %or #ngineering Practice. Practice. @ohn $iley and 0ons, -nc. 0o+ers, eorge 6., 0o+ers, eorge 3. )>B>. Introductory Introductory Soil Mechanics and %oundation. acmillan, %oundation. acmillan, Ne+ Ior%.
STRUCTURAL THEOR# 1 /he course covers the different types of structural systems, loads and its combinations and placement, applicable codes and specifications, and methods of analysis for statically determinate structures.
N(*-er of Uni,) for Lec,(re; !ecture K " units La-ora,or/; Fielor2 an !aboratory K ) unit T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 !aboratory K " hours Prere3(i)i,e Co(r)e O-4ec,ive)
echanics of Deformable 3odies After completing this course, the student must be able to: ). Hno+ the history history of history history of structural structural engineerin engineering, g, identify identify various types of structural systems, appreciate the importance of codes and specifications and decide the appropriate loads to apply into the structures; *. -dealiEe -dealiEe real structures structures to obtain obtain analytical analytical models; models; identify identify the state state of determinancy and stability of structures; to %no+ the various structural analysis theorems and principles; ". Apply the equation equations s of static equilibri equilibrium um to analyEe the the trusses, beams, frames, cables and arches; . Develop Develop intuition intuition on deflected deflected shapes of structur structures es under loading; loading; 9. AnalyEe AnalyEe moving loads loads on high+ay high+ay and rail+a rail+ay y bridges using using influence lines; . Develop Develop confidence confidence in structural structural analysis analysis in preparatio preparation n for design courses; B. 1eflect 1eflect on the consequences consequences of analysis analysis results results to life life and safety of
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N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an T(,orial
people; ?. Develop Develop ethnical ethnical responsibili responsibility ty to their clients clients to produce produce strong and safe structures. ). -ntroduction -ntroduction to structur structural al 2ngineer 2ngineering; ing; the analysi analysis s and design of process; types of structural forms, of loading conditions and building materials. *. Analys Analysis is of stati statical cally ly determ determina inate te 0truct 0tructures ures ". Analys Analysis is of stat statica ically lly dete determi rminat nate e /russe /russes s . -ntern -nternal al loadin loadings gs develo developed ped in struc structur tural al members members 9. Cabl Cable e and and arch arches es . -nflue -nfluence nce lines lines on statica statically lly determ determinat inate e 0tructure 0tructures s B. Deflect ections ?. Approximate Approximate analysis analysis of of statical statically ly indeter indeterminate minate 0tructures 0tructures None Te5,-oo2) Analysis" ?th #d" Prentice all <." +.E. !y& ibbler" *. 1. 0tructural Analysis" C. ed. Association of 2. National 0tructural Code of the &hilippines, 9th ed. Association Structural #ngineers of the Philiines" Manila 2==< by Association of Structural #ngineers of the Philiines Reference) 1. t%u, 0enol, Norris C.#. and $ilbur, @.3., #lementary Structural Analysis" ?th ed.cra+<#ill ed.cra+<#ill -nc. N.I. )>>) 2. The +ational !uilding Code of the Philiines and its Imlementing Imlementing *ules and *egulations" &hilippine *egulations" &hilippine !a+ >. aEette, anila, *=== by 6oE, 7.3. ed Analysis, &rentice #all, 4. #agen, H.D., Introduction to #ngineering Analysis, Ne+ @ersey, *==) 'esign, @ohn 5. 1a(an, 0.D., Introduction to Structural Analysis and 'esign, $iley 0ons, -nc. Ne+ Ior%, *==) 6. ahli, A.And Neville A.., Structural Analysis" A ,nified Classical and Matri) Aroach" Aroach" th ed. 26N 0pon, !ondon )>>B Theory of Structures" 7ol. Structures" 7ol. )), /ata cra+<#ill &ublishing Co. !td., Ne+ Delhi, )>>> by upta, 0.&., &andit, .0., And upta, 1. 7. !in, /.I. and 0totesbury, 0.D., Structural Concets and Systems for Architects and #ngineers, #ngineers, )>?) 8. Hassimali, A., Structural Analysis" * Analysis" *nd 2d, 3roo%sCole &ublishing Company, )>>> 9. cCormac, @.C. and Nelson @.C., Structural Analysis" A Classical and Matri) Aroach,P)>>B Aroach,P)>>B 10. @ohn $iley by$est, #., %undamentals of Structural Analysis,P)>>",P Analysis,P)>>",P 'esign: 0ome 11. #arrison, #.3., Structural Analysis and 'esign: nd icrocomputer Applications, * 2d, &ergamon &ress, )>>= 12. @ohn $iley by $est, #., Analysis #., Analysis of Structures& An Integration of Classical and Modern Methods" )>?>, Methods" )>?>,
STRUCTURAL THEOR# & /he course covers the theory of structures analysis as applied to indeterminate structures such as indeterminate beams, planar and space frames and trusses sub(ect to static loads; method of consistent deformation; three
N(*-er of Con,ac, Ho(r) +er ee2 Prere3(i)i,e
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!ecture K " hours !aboratory K " hours 0tructural /heory ) After completing this course, the student must be able to: ). Appl Apply y the the fund fundam amen enta tall pri princ ncip iple les s of of str struc uctu tura rall ana analy lysi sis s for for indeterminate structures. *. 2val 2valua uate te the the str struc uctu tura rall beh behav avio iorr of of ind indet eter ermi mina nate te stru struct ctur ures es ". 3e anal analyt ytic ical al and and syst system emat atic ic in the the app appro roac ach h to to pro probl blem em solving . &repare for design +or% ). 1evie+ 1evie+ of deflect deflection ions s of of stru structu ctures res *. -ntrod -ntroduct uction ion to statica statically lly indete indetermi rminate nate struct structures ures ". Approximate Approximate analysis analysis of of statical statically ly indeterm indeterminate inate structures structures . Analysis Analysis of statically statically indeterminate indeterminate structures structures by method of consistent deformation; three>>.; N.=. B/< Hi--ler; R. C. *. National Structural Code of the Philippines, 5 th ed.A))ocia,ion ed.A))ocia,ion of S,r(c,( S,r(c,(ral ral Eninee Enineer) r) of ,he Phili++i Phili++ine) ne);; Manila Manila &??1 &??1 -/ A))ocia,ion of S,r(c,(ral Enineer) of ,he Phili++ine) Reference) ed.cra+<#ill -nc. N.I. )>>) 1. #lementary Structural Analysis" ?th ed.cra+<#ill by t%u, 0enol, Norris C.#. and $ilbur, @.3. +ation onal al !uild uildiing Code ode of the Phili hili iines nes and and its 2. The +ati Imlementing Imlementing *ules and *egulations *egulations"" &hilippine &hilippine !a+ aEette, aEette, anila, *=== by 6oE, 7.3. ed Analysis, &rentice #all, Ne+ @ersey, 3. Introduction to #ngineering Analysis, *==) by #agen, H.D. 'esign, @ohn $iley 0ons, 4. Introduction to Structural Analysis and 'esign, -nc. Ne+ Ior%, *==) by 1a(an, 0.D. 5. Structural Analysis" A ,nified Classical and Matri) Aroach" th ed. 26N 0pon, !ondon )>>B by ahli, A. And Neville A.. Structures" 7ol. )), /ata cra+<#ill cra+<#ill &ublishingCo. &ublishingCo. 6. Theory of Structures" !td., Ne+ Delhi, )>>> by upta, 0.&., &andit, .0., and upta, 1. #ngineers, 7. Structural Concets and Systems for Architects and #ngineers, )>?) by !in, /.I. and 0totesbury, 0.D. Structural Analysis" Analysis" *nd 2d, 3roo%sCole 3roo%sCole &ublishing &ublishing Company, 8. Structural )>>> by Hassimali, A. 0tructural Analysis, A Classical Classical and atrix Approach,P) Approach,P)>>B >>B by 9. 0tructural cCormac, @.C. and Nelson @.C. 10. 6undamentals of 0tructural Analysis,P)>>",P@ohn $iley by $est, #.
STRUCTURAL !ESIGN 1 9Reinforce Concre,e: /his course is concerned +ith the design, applications and code specifications used in structural reinforced concrete members sub(ected to flexure 9beams" girders" 1oists" lintels" girts" etc.:" tension, etc.:" tension, and compression members 9columns:" combined 9columns:" combined stressed members 9beam5columns:" beam< 9beam5columns:" beam< column connections using the #lastic $imit Method , also %no+n as the Alternate 0tress Design 4A0D5 or $or%ing 0tress Design 4$0D5, and the Plastic $imit Method or the ltimate 0trength Design 40D5. Applications and specifications as applied to buildings, bridges, and other reinforced
concrete structures are also given emphasis. A thorough %no+ledge and proficiency in 0tructural /heory is imperative. N(*-er of Uni,) for Lec,(re; !ecture K " units La-ora,or/; Fielor2 an !aboratory6ield/utorial < ) unit T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours lecture ee2 !aboratory6ield/utorial K " hours extensive exercises and tutorials Prere3(i)i,e%Co're3(i)i,e
&rerequisite: 0tructural /heory ) Co
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-dentify -dentify the the consti constituent tuent materials materials of reinfor reinforced ced concrete concrete and and understand their behavior. *. Develop Develop techniques techniques in structur structural al design design in reinforc reinforced ed concrete. concrete. ". 6ormulate 6ormulate correct design strategies strategies based on theoretical theoretical and situational experiences. . 6ormulate 6ormulate correct correct design design strategies strategies based on theoretical theoretical and situational experiences. 9. &roduce &roduce different different types of loads loads to to structure structures s using using National National 0tructural Code of the &hilippines. . Appraised Appraised the the local local code of practice, practice, i.e., the National National 0tructural 0tructural Code of the &hilippines. B. -denti -dentify fy advanc advanced ed design design methods methods.. ?. Develop Develop design design s%ill s%ills s and and profi proficie ciency ncy.. ). -ntroduction -ntroduction:: 2ngineering 2ngineering 0tructures; 0tructures; /heir importance importance and relation to real. Design Design and Analysis Analysis of 6lexural 6lexural embers: embers: Design Design of 0labsJ'ne 0labsJ'ne $ay 1einforcement. )=. Design Design and Analysis of 6lexural 6lexural embers: embers: Design Design of 0labsJ/+o 0labsJ/+o $ay 1einforcement: Direct ethod. )). Design Design and Analysis of 6lexural 6lexural embers: embers: Design Design of 0labsJ/+o 0labsJ/+o $ay 1einforcement: 2quivalent 6rame ethod. )*. 0tructural 0tructural and Architectural Architectural &rovisions &rovisions for 0labs. )". Design Design and Analysis of Compressio Compression n embers: Axial Axial Compression. !ateral /ies and 0pirals. ). Compression Compression and 3endingJDirec 3endingJDirectt ethod. &lastic Centroid. Centroid. )9. Design Design and Analysis Analysis of Compress Compression ion embers: embers: Compression Compression and and 3endingJ-nteraction Diagrams and 3reslers 2quation. ). Design Design of of $alls $alls )B. Design Design and Analysis of Composite Composite 0tructures: 0tructures: Composite 3eam< 3eam< 0lab 3ridges, Composite 3eam<0lab 3uilding 6loors. )?. Design Design and Analysis Analysis of 1etaining 1etaining $alls. $alls. )>. Connections Connections:: 3eam
2. 3. 4. 5. 6.
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#dition@ohn #dition@ohn $iley 0ons, -nc. . Ne+ Ior%. Association of 0tructural 2ngineers of the &hilippines. *==). The +ational Structural Code of the Philiines" @ th #dition. anila: Association of 0tructural 2ngineers of the &hilippines. Nilson, Arthur #. and $inter, eorge et. al. *===. 'esign of of th Concrete Structures" <> #ditionc<ra+ #ditionc<ra+ #ill, -nc. . Ne+ Ior%. osley, 7. #., 3ungey, @. #., #ulse, 1. ) >>>. *einforced Concrete 'esign. ac illan. 0A. Dobro+s%i, @oseph A.)>>?. Concrete Construction andboo7" ?th #dition. c #dition. c ra+<#ill, Ne+ Ior%, 0A. eyer, Christian. )>>. 'esign of Concrete Structures. &rentice Structures. &rentice #all. Ne+ @ersey.
STRUCTURAL !ESIGN & 9S 9S,eel an Ti*-er: /his course is concerned +ith the design of structural +ood members sub(ected to flexure, compression and tension members, combined stresses and connections. /he presentation of the course is aligned +ith the provisions of the National 0tructural Code o f the &hilippines. /his course is also concerned +ith the design of structural steel members sub(ected to flexure 9beams" girders" 1oists" lintels" girts" etc.:" tension, etc.:" tension, and compression members 9columns:" combined 9columns:" combined stressed members 9beam5 columns:" riveted, columns:" riveted, +elded, and bolted connections using the #lastic #lastic $imit Method , also %no+n as the Allo+able 0tress Design 4A0D5, and the Plastic $imit Method . /he course also deals +ith an introduction to the $oad *esistance %actor 'esign Method 4!16D5 in designing structural steel. Applications and specifications as applied to buildings, bridges, and other steel structures are also given emphasis. A thorough %no+ledge and proficiency in 0tructural /heory is imperative.
N(*-er of Uni,) for Lec,(re; !ecture K " units La-ora,or/ ; Fielor2 an !aboratory K ) unit T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours. ee2 !aboratory K " hours extensive exercises. Prere3(i)i,e%Co're3(i)i,e
0tructural /heory *. After completing this course, the student must be able to:
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). -dentify -dentify the constituent constituent material materials s of steel and timber timber and understand understand their behavior. *. Apply the fundamenta fundamentall principles principles of of /imber /imber and 0teel 0teel Design. Design. ". Apply technique techniques s in structural design design and analysis analysis of structural structural +ood and steel. . 6ormulate 6ormulate correct correct design strategi strategies es based on theoretic theoretical al and situational experiences. 9. 6ormulate 6ormulate correct correct design strategi strategies es based on theoretic theoretical al and situational experiences. . nderstand nderstand and and apply the different different types types of loads loads to structur structures es using National 0tructural Code of the &h ilippines. B. Appraised Appraised the local code of practice, practice, i.e., i.e., the National 0tructur 0tructural al Code of the &hilippines. ?. -dentify advanced advanced design methods.
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). &ropert &roperties ies of of &hilip &hilippine pine $ood $ood and !umber. !umber. *. $or%in $or%ing g 0tress 0tresses es of 0tructu 0tructural ral /imb /imber er . ". Analysis Analysis and and design design of flexura flexurall members: members: /theore /theoretical tical and practical practical considerations. N0C& 0pecifications. . Analys Analysis is and design design of compr compress ession ion and and tension tension member members: s: /heoretical and practical considerations. N0C& 0pecifications. 9. Analysis Analysis and design of combined combined flexure flexure and axial members: members: /heoretical and practical considerations. N0C& 0pecifications. . /imber Connectors Connectors and 6asteners. 6asteners. N0C& 0pecificati 0pecifications ons B. &hysical &hysical and and 0tructural 0tructural &roperties &roperties of of 0teel. 0teel. 0tructur 0tructural al 0teel 0teel 0hapes 0hapes and 0ections. 8. Design and Analysis of 6lexural embers: /heoretical and &ractical Considerations. Code 0 ecification& Compactness, ecification& Compactness, 0lenderness, !ateral 0upport, 3ending 0tresses, 0hear 0tresses, Deflection, 3eam 3earing &lates, $eb Crippling. >. Design Design and Analysis Analysis of of 6lexural 6lexural embers: embers: 3eams 3eams +ith +ith Cover Cover &lates. -deal 0ections. 3uilt<p 0ections. nsymmetrical 3ending. 0tructural and Architectural &rovisionsfor 3eams )=. &late &late irde irders. rs. )). Design Design and Analysis Analysis of /ension /ension embers: embers: Secification& ross Area, Net Area, 2ffective Net Area. 2ffect 12. Code Secification& ross of #oles, 0taggered #oles. 0tiffness Criterion. )". Design Design and Analysis Analysis of Compression Compression embers: embers: 14. Code Secification& 2ulers 6ormula. 0hort, -ntermediate, and !ong Columns. 0tiffness Criterion. 0truts, Columns. )9. Design Design and Analysis of Combined Combined 0tressed 0tressed embers: embers: 16. Code Secification& /ension Secification& /ension and 3ending, Compression and 3ending. 3eam. -ntroduction -ntroduction to the !oad 1esistance 1esistance 6actor Design Design ethod 4!16D5. 4!16D5. Depending on the topicsituation discussed. 1. Association of 0tructural 2ngineers of the &hilippines. *==). The +ational Structural Code of the Philiines" @th #dition. Association of 0tructural 2ngineers of the &hilippines. *==. AS#P 2. Association of 0tructural 2ngineers of the &hilippines. *==. AS#P nd Steel andboo7 2==?" > #dition. Association of 0tructural 2ngineers of the &hilippines. ". Nethercot, David A.*==). !imit 0tates Design of 0tructural 0teel+or%, "rd 2dition. 0pect &ress, !ondon, 2ngland. . 3ooth, $illiam D. )>>>. Metal !uc7iling Curtailing and Construction. c ra+<#ill, 0A. 5. 0piegel, !eonard and !imbrunner eorge 6. )>>B. Applied 0tructural 0teel Design, "rd 2dition. c ra+<#ill, Ne+ Ior%, 0A. 6. 0almon, Charles and @ohnson @ohn 2. )>>. Steel Structures& 'esign and !ehavior" ?th #dition. c ra+<#ill, Ne+ @ersey. 7. *==9. +ational *==9. +ational !uilding Code Code of the Philiines& Imlementing *ules and *egulations" &hilippine aEette, anila. 8. &ar%er, #arry and Ambrose, @ames. )>??. Simlified 'esign of Structural 4ood" th ed., National 3oo%store, anila, )>?? >. orro+, #arold $. )>?B #lements of Steel 'esign. c ra+<#ill, Ne+ Ior%, 0A. 10. &ar%er, #arry. )>B. Simlified 'esign of Structural Steel" ?th #dition. National 3oo% 0tore, anila.
MECHANICS OF FLUI!S /his course deals +ith properties of fluids; fluid static, hydro%inetics and
hydrodynamics; ideal fluid flo+ for past external and internal boundaries; flo+ similitude; computer and laboratory fluid experiments. N(*-er of Uni,) for Lec,(re; !ecture K * units La-ora,or/ ; Fielor2 an !ab K ) unit T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K * hrs ee2 !aboratory K " hrs Prere3(i)i,e%Co're3(i)i,e
Dynamics of 1igid 3odies, echanics of Deformable 3odies After completing this course, the student must be able to: ). *.
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Develop Develop a good unde underst rstandi anding ng of the the properti properties es of flui fluid d and the the principles of fluid behavior. nders nderstan tand d the princi principle ples s involvi involving ng physic physical al ideas, ideas, as +ell +ell as mathematical ones, and includes derivations and analysis of resulting equations, +hich describe fluid behavior. 0olve practical practical problems, problems, +hich involve involve numerica numericall calculat calculations ions from +or%ing formulas, often +ith the conclusion of experimentally determined coefficient. a%e a%e solution solutions s and decisi decisions ons on a particu particular lar proble problem m incorpo incorporat rating ing social and moral impact and put into mind that a mediocre solutions could cause a loss of life andor property 6undam 6undament ental al &ropert &roperties ies of 6luids 6luids #ydr #ydros ostat tatic ic 6orc 6orces es on 0urf 0urfac aces es *.) /otal /otal #ydro #ydrosta static tic &res &ressur sure e on &lane &lane 0urfa 0urfaces ces *.* 6orces 6orces on 0ubmer 0ubmerged ged &lane &lane 0urface 0urfaces s 0emi<r 0emi<raph aphica icall Approaches *." 6orces 6orces on 0ubmer 0ubmerges ges Curved Curved<0u <0urfac rfaces es 1elati 1elative ve 2quili 2quilibri brium um of !iquid !iquids s ".) #oop #oop /ensi /ension on in in Circu Circular lar &ipe &ipes s and and /an%s /an%s ".) Dams ".* ".* &rin &rinci cipl ple e of of Arc Archi himed medes es "." "." 0tabi 0tabili lity ty of of 0ubm 0ubmerg erged ed 3odi 3odies es ". ". 0tabi 0tabili lity ty of of 6loa 6loati ting ng 3odi 3odies es Hine Hinemat matic ics s of of 6lu 6luid id 6lo+ 6lo+s s .) .) 6lo+ 6lo+ of idea ideal, l, 1eal 1eal 6lui 6luids ds .* .* Clas Classi sifi fica cati tion on of of 6lo+ 6lo+ /yp /ypes es ." &athli &athlines nes,, 0tre 0treaml amline ines s and and 6lo+ne 6lo+nets ts /ran /ransp spor ortt /he /heor orem ems s 9.) 9.) 1eyn 1eynol old ds s /ran /ransp spor ortt /heo /heore rem m 9.* ass ass /ransp /ransport ortCon Contin tinuit uity y 2quatio 2quation n 9." 9." ome oment ntum um 2qua 2quati tion ons s 9. 2nerg nergy y 0yste ystems ms 9.9 6lo+ 6lo+ /hro /hrough ugh &orous &orous edia edia 4optio 4optional nal55 oment omentum um 2quati 2quations ons of 6luid 6luid 6lo+ 6lo+ .) .) Cons Conser ervat vatio ion n of ome oment ntum um .* Applications ." -mpa -mpact ct on 3lad 3lades es 3ernoul 3ernoulli liNav Navier ier<0t <0to%e o%es s 2quati 2quation on B.) B.) 2qua 2quati tion on of of oti otion on /he /heor orie ies s B.* Application B.). B.).) ) /ra( /ra(ec ecto tori ries es B.). B.).* * eas easur urin ing g Devi Device ces s B.). B.)." " &ipe &ipe 6lo+ 6lo+s s Dimensi Dimensiona onall Analysi Analysis s and #ydraul #ydraulic ic 0imili 0imilitud tude e ?.) eometricHineticDynamic 0imilarity ?.* &- 3uc%ingham 3uc%ingham /heorem /he 3oundar 3oundary y !aye !ayerr in in -ncom -ncompre pressi ssible ble 6lo+ 6lo+ >.) Definition of 3oundary layer
>.* omentum 2quation Applied to to 3oundary !ayer >.*.) !aminar !aminar 3oundary 3oundary 6lo+ and /urbulent /urbulent 3oundary 3oundary !ayer )=. 0oft+are 0oft+are Application Application
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#ydraulic 3ench. 0oft+are: $aterCAD 6lo+master &ondpac% 1. ays, !arry $. *==. 4ater *esources #ngineering" 2==@ #dition. 0A. 2. 1obert !. Daugherty, @oseph 3. 6ranEini and 2. @ohn 6innemore. *==*. %luid Mechanics with #ngineering Alications" Alications" SI Metric #dition. 0A. #dition. 0A. 3. 1ay H. !insley, @oseph 3. 6ranEini, david !. 6reyberg and David !. /chobanoglous. )>>*. 4ater *esources #ngineering" %ourth #dition. 0A. 4. @ohn A. 1oberson, @ohn @. Cassidy and . #anif Chaudhry. )>??. ydraulic #ngineering" Second #dition. #dition. 0A. 5. #.$. Hing, @.'. $isler and @.. $oodburn. )>?=. ydraulics" %ifth #dition. 1. 2. Hrieger &ublishing Company.
H#!RAULICS /his course deals +ith the analysis and hydraulic design of by systems such as reservoirs dams, spill+ays, gates, open channels, pipe net+or%s, pumps and turbines; sediment transport in rivers and reservoir; computer hydraulic modeling. !ecture K * units !aboratory K ) unit !ecture K * hrs !aboratory K " hrs echanics of 6luids After completing this course, the student must be able to: ). Develop Develop a good understandin understanding g of the princip principles les of +ater behavior behavior under the influence of forces. *. nderstand nderstand the princip principles les involvi involving ng physical physical ideas, as +ell +ell as mathematical ones, and includes derivations and analysis of resulting equations +hich describe +ater behavior. ". Develop Develop s%ills s%ills in solving solving practical practical problems, problems, +hich +hich involve involve numerical numerical calculations from +or%ing formulas used for hydraulic analysis design. 4. a%e solutions and decisions on a particular problem incorporating social and moral impact and put into mind that a mediocre solutions could cause a loss of life andor property. ). #oop #oop tensi tension on in in circu circular lar pipe pipes s and and tan%s tan%s *. Dams ". 1evi 1evie+ e+ on on fund fundam ament ental al of of fluid fluid . $ate $aterr flo flo+ + in in pip pipes es .) inor inor and a(or a(or #eadlos #eadlosses ses in pipes pipes .* .* &ipel &ipelin ine e +ith +ith &ump &umps s and /urb /urbin ines es ." 3ranc ranchi hing ng pi pipes pes .". .".) ) &ipe &ipes s in seri series es .".* .".* &ipes &ipes 3ranch 3ranching ing &arall &arallel el . &ipe Net+o et+or% r%s s .9 $ater $ater #ammer #ammering ing and 0urges 0urges in &ipes &ipes 9. 'pen pen chan channe nell flo flo+ + 9.) 'pen 'pen Channel Channel 0teady 0teady Kni Knifor form m 6lo+ 6lo+ 6orm 6ormulas ulas
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9.* ost ost 2conom 2conomica icall and and 2ffic 2fficien ientt secti sections ons 9." 9." 0pec 0pecif ific ic 2ner 2nergy gy chan channel nels s 9. Celerity, Celerity, Critical Critical 7elocit 7elocity, y, 0ubcrit 0ubcritical ical 0upercri 0upercritical tical 6lo+s 9.9 Depths Depths of 6lo+ 6lo+ nder nder 0tea 0teady dy Condi Conditio tions ns 9. 2quati 2quations ons of grad gradual ually ly varyin varying g 6lo+ Condi Conditio tions ns 9.B 9.B $ate $aterr 0urf 0urfac ace e &rof &rofil iles es 9.? 9.? #ydr #ydrau auli lic c @um @ump p Cond Condit itio ions ns . #ydr #ydrod odyn ynam amic ics s B. #ydr #ydrod odyn ynam amic ics s Desig Design n B.) B.) Dams Dams and and 0pil 0pill+ l+ay ays s B.* 6lo+ 6lo+ /hrou /hrough gh Culv Culverts erts and 0treet 0treets s -nlet -nlets s B." B." $ate $aterr &rof &rofil iles es nd nder er 3ri 3ridg dges es B. B. $ate $aterr 0up 0uppl ply y &ip &ipin ing g ?. 0pill+ays >. ates )=. )=. &ump &umps s )). )). /urb /urbin ines es $atershed 0imulator &ipe Net+or% 0oft+are: 0/'1CAD 1. ays, !arry $. *==. 4ater *esources #ngineering" 2==@ #dition. 0A. 2. 1obert !. Daugherty, @oseph 3. 6ranEini and 2. @ohn 6innemore. *==*. %luid Mechanics with #ngineering Alications" Alications" SI Metric #dition. 0A. 3. !insley, 1ay H. ; 6ranEini, @oseph 3.; 6reyberg, David !.; /chobanoglous, David !. )>>*. )>>*. 4ater *esources #ngineering" %ourth #dition. cra+ #ill. 4. @ohn @. Cassidy . #anif Chaudhry. )>??. ydraulic #ngineering" Second #dition. 0A. 5. #.$. Hing, @.'. $isler and @.. $oodburn. )>?=. ydraulics" @th #dition. #dition. 1. 2. Hrieger &ublishing Company.
H#!ROLOG# /his course is concerned +ith the discussion of #ydrologic cycle; occurrence and analysis of components of hydrologic cycle such as precipitation, evapotranspiration, infiltration, stream flo+ and ground +ater; river and reservoir sedimentation; flood routing techniques; probability analysis for hydrologic design; computer modeling for hydrologic systems.
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an !ecture K " units T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e%Co're3(i)i,e
echanics of 6luids After completing this course, the student must be able to: ).
Co(r)e O-4ec,ive)
Develop Develop a good good unders understan tandin ding g of the hydro hydrolog logic ic cycle cycle in terms terms of the processes and storage relationships among its components. *. nders nderstan tand d the physic physical al meanin meaning g of differen differentt hydrolog hydrologic ic models models +hich capturestimulate selected hydrologic phenomena. ". 0olve practical practical problems, problems, +hich involve involve numerica numericall calculat calculations ions from +or%ing formulas used for hydrologic analysis and design. . a%e a%e solution solutions s and decisi decisions ons on a particu particular lar proble problem m incorpo incorporat rating ing social and moral impact and put into mind that a mediocre solutions could cause a loss of life andor property
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#ydrol #ydrology ogy and the #ydrol #ydrologi ogic c Cycl Cycle e ).) Difference 3et+een #ydrology and #ydraulics. ).* /he #ydrologic Cycle and the #uman -mpact. )." -nterrelationships of &hases of the #ydrologic Cycle: 2vapotranspiration, &recipitation, -nfiltration&ercolation, 0urface0ubsurface 1unoff, round+ater. ). &hilippine $atersheds: Delineation of Drainage Area, 0ub< 3asing&hysical &roperties Determination 4Application in the /erm &ro(ect5. *. $eathe $eatherr 3asics 3asics 4eter 4eterolog ology5: y5: Atmos Atmosphe pheric ric $ater $aters s *.) /he Atmosphere: Atmosphere: Composition, Composition, eneral eneral Charact Characteristi eristics cs and 0tability. *.* -ntrod -ntroduct uction ion of Cloud Cloud &hysi &hysics: cs: Nucle Nucleati ation, on, ro+th ro+th and and Distribution. *." 0olar 0olar radia radiatio tion n and 2art 2arths hs 2ner 2nergy gy 3alan 3alance. ce. *. eneral eneral Circulat Circulation: ion: /hermal /hermal Circulati Circulation on and 2arths 2arths 1otation. 1otation. *.9 /emperature: /emperature: eographic eographic Distributio Distribution, n, /ime /ime 7ariation 7ariation and easurement *. #umidi #umidity: ty: eogra eographi phic c Distribu Distributio tion, n, /ime /ime 7ariatio 7ariation n and easurement ". -mporta -mportant nt &has &hases es of of #ydrol #ydrologi ogic c Cycle Cycle ".) &recip &recipita itatio tion: n: 'ccurre 'ccurrence nce and easurem easurement ent.. ".).) 6ormation, 6ormation, 6orms 4&hilippine 4&hilippine 0etting5, 0etting5, /ypes and Artificially -nduced. ".).* easurement: easurement: ages and Net+or%s Net+or%s,, 1adar 1adar and 0atellite 0atellite 2stimates. ".)." &recipitati &recipitation on Data Analysis: Analysis: 2stimati 2stimation on of issing issing data, data, Double<ass Analysis, ean Areal &recipitation, Depth< Area
9.
La-ora,or/ E3(i+*en,
S(e),e Reference)
Co(r)e Na*e<
Co(r)e !e)cri+,ion
1ole of #ydrolog #ydrology y in $ater 1esources 1esources &lanni &lanning ng and anagement anagement in in the &hilippines. 9.) Agenci Agencies es -nvolv -nvolved ed in the Colle Collecti ction on of #ydrol #ydrologi ogic c Data. Data. 9.* &roble &roblems ms of $ate $atersh rshed ed anagem anagement ent and and $ater $atershe shed d &rotection.
#ydrology Apparatus 0oft+are ays, !arry $. *==. 4ater *esources #ngineering" 2==@ 1. #dition. 0A. #dition. 0A. 2. ays, !arry $.; /odd, David Heith. *==. Groundwater #ngineering. #ngineering. 0A !insley, 1ay H. ; 6ranEini, @oseph 3.; 6reyberg, David !.; 3. /chobanoglous, David !. )>>*. )>>*. 4ater *esources #ngineering" %ourth #dition. cra+ #ill. Cho+, 7en /e; /e; aidment, David 1.; 1.; ays, !arry $. )>??. 4. Alied ydrology. cra+ ydrology. cra+ #ill. !insley, 1ay H.; H.; Hohler ax A.; A.; &alhus, @oseph #. )>B?. 5. ydrology for #ngineers" SI Metric #dition. Ne+ Ior% 0A.
8ATER RESOURCES ENGINEERING /his course deals +ith the principles and analysis of +ater resources systems such as multi
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an !ecture K " units T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e%Co're3(i)i,e #ydraulics After completing this course, the student must be able to: ). Appr Apprec ecia iate te +ate +aterr reso resourc urces es eng engin ineer eerin ing g and and its its role role in in infrastructure and socio
Distribution, ses of -0 in $12, !aguna !a%e and anila 3ay -nteraction, /ools Development 0oft+ares Approaches<ini !ibrary, $ater -nfrastructure needs assessment, &resentation of the $or%. La-ora,or/ E3(i+*en,
None
1. 2. S(e),e Reference)
3. 4. 5.
Co(r)e Na*e<
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ays, !arry $. *==. 4ater *esources #ngineering" 2==@ #dition. 0A. $urbs, 1alph A.; $esley, @ames &. *==). 4ater *esources *esources #ngineering. 0A. Chin, David A. )>>>. 4ater *esources #ngineering. &rentice #all. $urbs, 1alph A. )>>. Comuter Models for 4ater *esources Planning and Management. 0A. !insley, 1ay H. ; 6ranEini, @oseph @oseph 3.; 6reyberg, David !.; /chobanoglous, David !. )>>*. )>>*. 4ater *esources #ngineering" %ourth #dition. cra+ #ill.
#-#$AI 2N-N221-N /his course deals +ith the development of high+ays in the &hilippines, high+ay design, and the materials that are used in road construction and maintenance. /he course includes high+ay administration; traffic, driver, pedestrian and vehicle characteristics; geometric design, roadside design, high+ay and related structures; intersection, interchanges, terminals; drainage structures; traffic engineering; asphalt and concrete pavements, survey, plans, estimates, contracts and supervision, earth+or%s, bases and sub
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an !ecture K " units T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e%Co're3(i)i,e 0urveying * After completing this course, the student must be able to: ). Discus Discuss s the the high+ high+ay ay devel developm opment ent in in the &hilip &hilippine pines s from from the the early early part of )>== to the present era. *. 2xplai 2xplain n the the import importanc ance e of commun community ity involv involveme ement nt in in the the plann planning ing stage of a proposed road construction pro(ect. ". 3e fami familia liarr +ith +ith the the item items s invol involved ved in high high+ay +ay design design using using the the 0tandard 0pecification for &ublic $or%s and #igh+ays. Co(r)e O-4ec,ive) 4. -dentify materials used in road construction and maintenance. 9. se the method methods s of of anal analysi ysis s and and design design releva relevant nt to to high+ high+ay ay engineering. . &repa &repare re docu docume ment nts, s, plans plans and and deta detail ils. s. B. nders nderstan tand d the the factor factors s that that affe affect ct the the perf perform ormanc ance e of high high+ay +ays s and and related structures. ?. se se com compu pute ter< r
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S(e),e Reference)
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/he #igh+ay #igh+ay and its Development: Development: #igh+ay #igh+ay in the &hilip &hilippines, pines,,, &lanning difficulties. #igh+ay programming. Community involvement. #igh+ay economy. !ocation of the proposed high+ay. #igh+ay plans and specifications. *. Designing Designing the #igh+ay #igh+ay:: Consiste Consistency. ncy. Design Design speed. Cross. #igh+a #igh+ay y ainten aintenanc ance e and reha rehabil bilita itatio tion. n. )=. 1ecycling 1ecycling equipments equipments and and methods. methods. None annering 6red, $ashburn 0cott, 1. Hilares%y $alter. *==. Princiles of ighway #ngineering 8 Traffic Analysis. Analysis. uEe -nc. $right, &aul #. *==". ighway #ngineering. #ngineering. 2. $iley 0ons. arber, Nicholas; #oel, !ester. *==). 3. ighway and Traffic #ngineering. 3roo%esCole #ngineering. 3roo%esCole &ublishing. 6a(ardo, ax @r. 3., #lements #lements of *oads and 4. ighways" Second #dition" 9)"? #dition" 9)"? erchandising &ublisher, anila, )>>?. Department of &ublic $or%s and #igh+ays. 5. )>>9. Standard Secification for Public 4or7s and ighways 90olume II F Standard Secification Secification for ighways" !ridges and Airorts:" D&$#, Airorts:" D&$#, 'ffice of the 0ecretary, 3onifacio Drive, &ort Area, anila.
TRANSPORTATION ENGINEERING
Co(r)e !e)cri+,ion
Design and construction aspects of #igh+ay 0urfaces and 1ail+ays uide+ays; Capacity and !evel of 0ervice of Air, 1ail, and high+ays. 2nvironmental impacts and their mitigation of transportation system; /raffic< Analysis /echniques; /raffic 6lo+ and Control.
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an !ecture K " units T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e%Co're3(i)i,e #igh+ay 2ngineering After completing this course, the student must be able to: ).
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Co(r)e O(,line
La-ora,or/ E3(i+*en, S(e),e Reference)
se the methods methods of analysi analysis s and design design relevant relevant to to transporta transportation tion structures and systems *. ath ather er traf traffi fic c dat data. a. ". ene enera rate te traf traffi fic c mode models ls.. . Anal AnalyE yEed ed traf traffi fic c data data.. 9. 6ormul 6ormulate ate math mathemat ematica icall and comput computer er models models . &repar &repare e docum document ents, s, plan plans s and and deta details ils B. Apply Apply transp transporta ortation tion. Capac Capacit ity y and and !eve !evell of 0er 0ervi vice ce )=. /raffi /raffic c Contro Controll /ransportation engineering soft+are ). /ranspo /ransporta rtatio tion n 2ngineeri 2ngineering ng &lanning &lanning,, &apacost &apacostas as *. rban rban ass ass /rans /ranspor portat tation ion &lan &lannin ning, g, 3lac% 3lac% ". /ransportati /ransportation on 2ngineeri 2ngineering ng &lanning &lanning and Design, Design, $right $right Ashford Ashford . -ntroduction -ntroduction to /ranspo /ransportatio rtation n 2ngineer 2ngineering, ing, @ames #. 3an%s
E.0. Con),r(c,ion Co(r)e Na*e<
Co(r)e !e)cri+,ion
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an T(,orial N(*-er of Con,ac, Ho(r) +er ee2
CONSTRUCTION MATERIALS AN! TESTING /he course deals +ith the physical properties of common construction materials primarily metals, plastics, +ood, concrete, coarse and fine aggregates, asphalt and synthetic materials; examination of material properties +ith respect to design and use of end product, design and control of aggregates, concrete and asphalt mixtures, principle of testing; characteristics of test; properties of materials and materials testing equipment. !ecture K * units !aboratory K ) unit !ecture K * hours !aboratory K " hours
Prere3(i)i,e%Co're3(i)i,e
echanics of Deformable 3odies
Co(r)e O-4ec,ive)
After completing this course, the student must be able to: ). *. ".
nderstand nderstand the range range of of various various materials materials for for civil civil enginee engineering ring pro(ects; nderstand nderstand relevant relevant propertie properties s of common construction construction materials; materials; nderstand nderstand applicable applicable local, internationa internationall and foreign foreign standards standards on materials and materials testing;
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S(e),e Reference)
Co(r)e Na*e<
Co(r)e !e)cri+,ion
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an T(,orial N(*-er of Con,ac, Ho(r) +er ee2 Prere3(i)i,e%Co're3(i)i,e Co(r)e O-4ec,ive)
. &erform &erform measu measurin ring, g, testing testing and and evaluati evaluating ng the result results; s; 9. Ability Ability to test, measure, measure, evaluate evaluate the best best use use of building building and construction materials ). -ntrod -ntroducti uction on to Constr Construct uction ion ateri aterials als /estin /esting; g; *. 6amiliariE 6amiliariEation ation +ith apparatus apparatus equipment equipment used used in in testing testing of of materials; ". eneral eneral &ropert &roperties ies of ateri aterials als;; . 0pecific 0pecific $eight, $eight, $ater Absorpt Absorption, ion, Abrasi Abrasion, on, Density Density and niformit niformity y of Aggregates; 9. &repar &reparatio ation n and Curin Curing g of Concre Concrete te /est /est 0pecime 0pecimens; ns; . Determi Determinati nation on of 0ettin 0etting g /ime of #ydra #ydrauli ulic c Cement; Cement; B. 6amiliariE 6amiliariEation ation +ith +ith the &arts and and 6unctions 6unctions of the niversal niversal /estin /esting g achine; ?. /esting /esting of of $ood: $ood: 0amples 0amples for for 3ending 3ending,, Compress Compression, ion, 0hear, /ension, and $ater Content; >. Determine Determine the the Compress Compressive ive 0trengt 0trength h of Concrete Concrete #ollo+ #ollo+ 3loc%s 3loc%s;; )=. Determining Determining the /ime /ime of 0etting of &ortland &ortland Cement )). /esting /esting the /ensile /ensile 0trength 0trength of 0teel 3ars 3ars )*. 6ield /ests /ests of Constructi Construction on aterials aterials arshall 0tability /est Centrifuge 2xtraction /est 4recommended5 niversal /esting achine 4recommended5 Curing /an% 'ven olds for mortar and Concrete 0pecimens 7icat Apparatus $eighing 0cales 1. 3asic Construction aterials *==*, /heodore $. arotta *. Civil Civil 2ngine 2ngineeri ering ng ateria aterials ls )>>*Davis )>>*Davis,, /roxell /roxell #a+c% #a+c% ". Const Constru ruct ctio ion n ateri aterial als, s, 0mit 0mith h . ateri aterials als of Cons Construc tructio tion n 2d )>>= )>>= Chandi Chandigara garah h 9. /est /estin ing g of 2ngi 2ngine neeri ering ng at ater eria ials ls )>? )>?* * ild ildey, ey, urp urphy hy 3rag 3ragman man . ateri aterials als /esti /esting ng 3lac% 3lac%o+s o+s%i %i 1ipl 1ipling ing B. 0trengt 0trength h 0truct 0tructure ure of 2ngi 2nginee neerin ring g ateri aterials als
CONSTRUCTION METHO!S AN! PRO=ECT MANAGEMENT /he course deals +ith the principles of construction methods and equipment, management and their applications. -t covers pro(ect planning, scheduling, monitoring and control. -t also includes concepts on organiEation, safety, information systems and computer applications. 0tudents are given opportunities to visit actual pro(ect sites and observe the application of these theories in construction pro(ects. !ecture K " units 6ield+or% K ) unit !ecture K " hours 6ield+or% K " hours 9th Iear 0tanding After completing this course, the student must be able to: ). nderstand nderstand the construc construction tion pro(ect pro(ect cycle cycle from from incepti inception, on, planning planning,, execution, testing and certification. *. nderstand nderstand construction construction pro(ect pro(ect requiremen requirements ts such such as permits permits and licenses, clearance, and compliance to all applicable la+s and ordinances, etc; ". 1ead and interpret interpret construction construction plans, +or%ing +or%ing dra+in dra+ings, gs, and revise contract documents, estimates and technical specifications; . nderstand nderstand the componen components ts of the /erms /erms of 1eference 1eference 4/'15 for professional services and biddingtendering processes, a+ard and acceptance; 9. &repare &repare and update constructio construction n schedule schedule and +or% programs; programs;
. B.
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Co(r)e Na*e<
Co(r)e !e)cri+,ion
?. ). *. ". . 9. . B. ?. >. )=. )). )*. None ). *. ". .
nderstand nderstand construction construction methods, methods, equipmen equipment, t, materials materials and manpo+er control; nderstand nderstand temporary temporary facili facilities ties requirements requirements of a construction construction pro(ect; nderstand nderstand the existing existing local local labor la+s and regulat regulations ions Contr Contrac acts ts and and 0peci 0pecifi fica cati tions ons;; Constr Construct uction ion &ro(ec &ro(ectt 'rga 'rganiE niEati ation; on; &lanni &lanning ng and and 0che 0chedul duling ing 4&21/ 4&21/C& C&5; 5; Constr Construct uction ion 2sti 2stimat mates es and 7alue 7alues s 2ngine 2ngineeri ering ng Constr Construct uction ion ethod ethods s and and 'perat 'peration ions; s; Constr Construct uction ion 2quip 2quipment ment 'perat 'peration ions s and ainten aintenanc ance e Const Constru ruct ctio ion n anpo+ anpo+er er 0afet 0afety; y; Comput Computer er Applica Applicatio tions ns in Constru Constructi ction on anagem anagement ent;; Cons Constr truc ucti tion on 1epo 1eport rts s Constructio Construction n 6ield+or% 6ield+or% Constructio Construction n Disputes Disputes 6ield+or%: 6ield+or%: 'bservatio 'bservation n of construction construction pro(ects pro(ects Constructio Construction n &lanning &lanning 2quipment 2quipment ethods, ethods, latest edition edition &ro(ect &ro(ect anagement anagement for 2ngineer 2ngineering ing and Constructio Construction, n, latest latest edition edition Constr Construct uction ion anage anagemen mentt #andb #andboo%, oo%, CD6 CD6 Constructors Constructors &erformance &erformance 2valuation 2valuation 0ystem 0ystem 4C&205 4C&205 -mplementing -mplementing uidelines, C-A&
CI"IL ENGINEERING LA8S; CONTRACTS; AN! SPECIFICATIONS /his course deals on the principles and fundamentals of the la+s on obligations, contracts, and professional ethics that are applicable to the civil engineering profession. -t is designed to prepare civil engineering students for professional practice. /opics on the perspective of the student as future practitioners, contractors, and employees in the field are also given emphasis. /hey include the study of code of ethics, legal procedure in the practice of civil engineering in the &hilippines, ethical relations of an engineer +ith fello+ professionals, clients, and general public, elements of contracts, obligations, Civil 2ngineering !a+, 41A 95 National 3uilding Code, labor la+s, 2<&rocurement !a+, and the anual of &rofessional &ractice for Civil 2ngineers.
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an !ecture K " units T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e%Co're3(i)i,e 9th Iear 0tanding After completing this course, the student must be able to: ). -dentify -dentify the the Civil Civil 2ngineer 2ngineering ing Code Code of 2thics and 'bligat 'bligations. ions. *. Distinguish Distinguish and %no+ %no+ the the value value formati formation on to+ards to+ards the practice practice of civil engineering. ". 2xplain 2xplain the right perspective perspective of the nature, nature, principles, principles, and applicability of the la+s of obligation and contracts. . 1ecogn 1ecogniEe iEe the the propos propositi ition on of ethic ethical al value values. s. 9. nderst nderstand and the Civil Civil 2ngi 2ngineer neering ing !a+; !a+; . nderstand nderstand other other la+s la+s relevant relevant to the practice practice of Civil 2ngineering 2ngineering Co(r)e O-4ec,ive) such as &.D. )=> or the National 3uilding Code, 1.A. >)? or the overnment &rocurement 1eform Act. B. Hno+ relevant relevant professi professional onal documents documents such such as 6-D-C, 6-D-C, anuals anuals of &ractice, D&$# Q3lue 3oo%. ?. Hno+ the standard standard contract contract documents documents such as the pro
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Introd Introduct uction ion to to General General #thic #thics s and #thic #thical al 0alue 0alues. s. Civil #ngineering Code of #thics& 6undamental #thics& 6undamental &rinciples. 6undamental Canons. uidelines to &ractice under the 6undamental Canons of 2thics. The Practice of Civil #ngineering& &rofessional #ngineering& &rofessional 1esponsibility. Client< Civil 2ngineer 1elationships. Civil 2ngineering 0ervices. 0pecialiEation of a Civil 2ngineer. 0election of a Civil 2ngineer. &rime &rofessional &ractice. 2mployment. Design Competition. Contingency 3asis of 2mployment. &rofessional &ractice of 6oreign Civil 2ngineers. Classification of #ngineering Services& Consultations, Services& Consultations, 1esearch -nvestigations and 1eports. Design 0ervices for Construction &ro(ects. Construction 0ervices. 0pecial 0ervices for Construction &ro(ects. 2ngineering 0upport 0ervices. Academic 0ervices. 0ervices as 2mployee. The Selection of the Civil #ngineer& 3asis for 0election. Clients 0election Committee. 8ualifications<3ased 0election 48305 &rocedure. 0election &rocedure for Q!evel of 2ffort Contracts. Charging for Civil #ngineering Services& 0alary Cost O ultiplier R Direct Non<0alary 2xpense. #ourly 3illing 1ate. &er Diem. Charging for Civil #ngineering Services& Cost &lus 6ixed 6ee. 6ixed &rice. &ercentage of Construction Cost. 0chedule of inimum 6ees. Total Pro1ect Cost& &rofessional 2ngineering Costs. Construction Costs. Total Pro1ect Cost& !egal, !and, Administration, 0tuffing, and 6inancial Costs. Contingency Allo+ance. *A @??& An Act to 1egulate the &ractice of Civil 2ngineering in the &hilippines. 1.A. >)?: /he overnment &rocurement 1eform Act. -mplementing 1ules and 1egulations on the &rocurement of Consulting 0ervices for overnment &ro(ects. &D )9> and its -mplementin -mplementing g 1ules and 1egulations 1egulations as Amended. Amended. C-A& Document Document )=*: niform niform eneral Conditio Conditions ns of Contract for &rivate Construction. 2xtracts 2xtracts from the Ne+ Civil Civil Code: 'bligations 'bligations and Contracts. Contracts. /he Civil 2ngineering 2ngineering &rofessional &rofessional !icensure !icensure 2xamination. 2xamination. &D )=>: /he National National 3uilding 3uilding Code and its -mplementin -mplementing g 1u%les and regulations. 0eminar: 0eminar: /rends and -ssues Concerning Concerning Civil 2ngineering 2ngineering &ractice. &ractice.
)B. None 1. &hilippine -nstitute of Civil 2ngineers, -nc. *==". Manual of of nd Professional Practice for Civil #ngineers" 2 #dition. #dition. Manila& Manila& &hilippine -nstitute of Civil 2ngineers, -nc. *. #inEe, @immie. *==). Construction Contracts" 2nd #dition. 3oston, 0A : c ra+<#ill. 3. Central 3oo% 0upply. *===. #ngineering $aws in the Philiines and *elated $aws. anila: Central 3oo% 0upply. 4. 0a(orda, 8.A., )>> Construction MAST#* SP#CI%ICATI+S" 2lastomar% Corporation, &hilippines 5. ead, ead, and A%erman. )>>*. Contracts" Secifications and #ngineering *elation. 0A& 0A& cra+<#ill 3oo% Company. 6. Nolledo, @ose. )>?>. The Civil Code of the Philiines. anila: Philiines. anila: National 3oo% 0tore. B. &hilippine &hilippine 3idding 3idding Documents Documents for overnment overnment Contracts. Contracts.
F. TECHNICAL ELECTI"ES F.1 S,r(c,(ral Co(r)e Na*e<
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EARTH$UA@E ENGINEERING /his course deals +ith the fundamentals and basic concepts of seismic design as +ell as the minimum standards for the analysis, design, and construction of earthqua%e resistive structures. /he course covers the introduction to seismology and seismic analysis of buildings and structures, effects of earthqua%e on bearing capacity, procedure for the design of earthqua%e resistant structures, calculation of seismic forces, and dynamic analysis of structures. -t also deals +ith the determination of loads of structures due to motions, methods of analysis for lateral forces, approximate dynamic analysis, time history analysis, concepts of mass, damping, stiffness of structures, design for inelastic behavior and retrofitting of existing building. Critical building configurations and appropriate methods of analysis are also given emphasis. Applications and specifications as applied to vertical and horiEontal structures are also given importance. A thorough %no+ledge and proficiency in 0tructural /heory is imperative.
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an !ecture K " units T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e%Co're3(i)i,e
0tructural /heory *. After completing this course, the student must be able to: ). *.
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-denti -dentify fy earthq earthqua% ua%e e enginee engineerin ring. g. nderstand nderstand the general general theory of vibration vibration of single single and multi multi degree
#ffects& 2arthqua%e 9. Minimum 'esign $ateral %orces and *elated #ffects& 2arthqua%e
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!oads and odelling 1equirements, &∆ 2ffects. 10. $ateral %orce Procedures for !uilding Structures& 0election of !ateral 6orce &rocedure, 0eismic Design and Analysis, /he 0tatic !ateral 6orce &rocedure. 7ertical Distribution of 6orces. 11. $ateral %orce Procedures for !uilding Structures& /he 0implified 0tatic !ateral 6orce &rocedure, &∆ 2ffects, 0torey Drift !imitations. 7ertical Component of 6orce. 12. $ateral %orce Procedures for +on Structural #lements& Design of !ateral 6orce, 0pecification of !ateral 6orces, 1elative otion 2quipment Attachment, Alternative Designs. 13. $ateral %orce Procedures for +on !uilding Structures& Definition and Criteria, $eight, &eriod, Drift, -nteraction 2ffects, Non 3uilding 0tructures, 1igid 0tructures, /an%s +ith 0upporting 3ottom, 'ther Non 3uilding 0tructures. 14. Analysis of %rames Sub1ected to $ateral $oads& 6orces, Distribution of !ateral 6orcesJ&ortal ethod, Distribution of !ateral 6orcesJ8 6actor ethod. 15. Introduction to the *esonse Sectrum Analysis and 'esign& /ime #istories, 2arthqua%e 1esponse 0pectrum, 2arthqua%e Design 0pectrum. None 1. &#-7'!C0. *==. #arth(ua7e Portfolio. anila, Portfolio. anila, &hilippines. 2. Association of 0tructural 2ngineers of the &hilippines. *==". #arth(ua7e 'esign Manual 0olume
PRESTRESSE! CONCRETE !ESIGN /his course is concerned +ith the elastic and ultimate strength analysis and design of prestressed concrete structures. /he course covers the calculations of stresses due to bending, shear, torsion and anchorages, losses of prestresses and deflections. 3ehavior of statically indeterminate prestressed concrete beams is also studied.
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an !ecture K " units T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e%Co're3(i)i,e
0tructural Design ) 41einforced Concrete5
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After completing this course, the student must be able to: ). nderstand nderstand the behavior behavior of prestress prestressed ed concrete concrete beams under elastic and ultimate loading conditions. *. Calculate Calculate stresses stresses due due to bending, bending, shear, shear, and and torsion. torsion. ". Calculate Calculate anchorage anchorage stresses stresses and deflecti deflections ons of prestressed prestressed concrete beams.
4. AnalyEe the behavior of statically indeterminate prestressed concrete beams.
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BRI!GE ENGINEERING /his course deals +ith the structural analysis and design of modern bridge structures. /he course covers the study of influence lines and their application to moving loads, applications of AA0#/' and N0C& 7olume * 0pecifications to bridge design especially steel, reinforced concrete and prestressed concrete bridges, aerodynamic performance of bridges under +ind loads, earthqua%e response of bridges, maintenance and rehabilitation.
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an !ecture K " units T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e%Co're3(i)i,e
&rerequisite: 0tructural Design ) * Co
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ain ain thoroug thorough h %no+led %no+ledge ge of the the princip principles les of of designi designing ng variou various s types of bridges in accordance +ith the recent design referral code such as the N0C& and the AA0#/' code requirements. 1evie+ 1evie+ of of statist statistica ically lly indete indetermi rminat nate e beams. beams. -nfl nfluenc uence e line lines s. /ypes pes of of bri bridg dges es.. 3ridg ridge e load loadiings. ngs. 0lab 0lab bri bridge dge des desig ign. n. /
2. Association opf 0trutural 2ngineers of the &hilippines. *==). +ational Structural Code of the Philiines 0ol. 2. &hilipppines. 2. &hilipppines. 3. AA0#/'.)>>?. $*%' !ridge 'esign Secifications Set 9SI ,nits:. AA0#/'. !ridges. $iley< 4. Santha%os, &etros. )>>". Theory and 'esign of !ridges. $iley< -nterscience.
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IRRIGATION; FLOO! CONTROL; AN! !RAINAGE ENGINEERING /his course deals +ith the planning and design of structures for irrigation, flood control and drainage, reservoir storage, flood routing, urban run off, drainage, +ater flo+ and similar control structures.
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an !ecture K " units T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e%Co're3(i)i,e 0tructural /heory ) *, #ydrology, $ater 1esources 2ngineering. After completing this course, the student must be able to: ). &repare pl plan an and de design th the co control st structures fo for ir irrigation, flood control and drainage. Co(r)e O-4ec,ive) *. se frequency histograms and graphs of floods as +ell as rainfall. ". Anal nalyEe the forces on contr ntrol struc ructures for irrigati ation, flood control and drainage. ). -rrigation: -rrigation: $ater 1equirement, 1equirement, 0oil $ater 1elation, 1elation, $ater 8uality, 8uality, ethods and 0tructures. *. 6lood Control: Control: Design Design 6lood, 6lood, and 6lood 6lood Control Control 0tructur 0tructures. es. Co(r)e O(,line ". Drainage: Drainage: 2stima 2stimate te of 6lo+, 0torm Drainage, Drainage, !and !and and and #igh+ay #igh+ay Drainage, Culverts and 3ridges; and Drainage 0tructures. . $ate $aterr Contai Containme nment nt 0truc 0tructu tures res.. La-ora,or/ E3(i+*en, None American 0ociety 1. of Civil 2ngineers. *==9. Eournal *==9. Eournal of Irrigation and 'rainage #ngineering. Chin, David A. )>>>. 4ater *esources #ngineering. &rentice 2. #all. Department of &ublic $or%s and #igh+ays. )>>9. 3. Standard Secification for Public 4or7s and ighways 90olume I F S(e),e Reference) Standard Secification for Irrigation" %lood Control and 'rainage:. D&$# 'ffice of the 0ecretary, 3onifacio Drive, &ort Area, anila. Cuenca, 1.#. )>?>. Irrigation Systems 'esign 5 An 4. #ngineering Aroach. &rentice #all, Ne+ @ersey, 0A. National -rrigation Administration 4N-A5. )>>9. +IA 'esign 'esign 5. Manual. National Manual. National -rrigation Administration, &hilippines. . C-A&. PPPP. C&20 -mplementing uidelines for -rrigation and 6lood Control.
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N(*-er of Uni,) for Lec,(re;
SANITAR# ENGINEERING /his course deals +ith the principles and applications of sanitary engineering and other related sanitary sciences to the control of mans environment, sources of infection; modes of transmission, diseases vectors, rural sanitation, control of animal and insects vectors of diseases, industrial hygiene, air pollution, radiological health and stream sanitation. !ecture K " units
La-ora,or/; Fielor2 an T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e%Co're3(i)i,e 2nvironmental and 0afety 2ngineering After completing this course, the student must be able to: Co(r)e O-4ec,ive)
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nders nderstan tand d the princip principles les and and the applica applicatio tions ns of enginee engineerin ring g methods to control mans environment. nderstand and identify transmission of infections, diseases, rural sanitations and other environmental problems. -ntr ntroduction Dise Diseas ases es and and -mm -mmun unit ity y 0tati 0tatist stic ics s in &ubl &ublic ic #eal #ealth th 1ura 1urall $ate $aterr 0upp 0upply ly 1ura 1urall 2xcr 2xcret eta a Disp Dispos osal al 1efu 1efuse se Dispo isposa sall 1ode 1odent nt Cont Contro roll os osquit quito o Con Control trol 6ly Co Control il% and 6ood 6ood 0anitat 0anitation ion 0tream 0tream 0anitat 0anitation ion #ousing #ousing and 0+imming 0+imming pool pool sanitation sanitation -ndust -ndustria riall #ygien #ygiene e Air &ollut &ollution ion 1adiol 1adiologi ogical cal #ealth #ealth 'dor 'dor Contro Controll Noise Noise &ollu &ollution tion
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#ngineering" ?th #dition. 1oyal 0ociety of Chemistry. H. $ise, A. 6. 2. *==*. 4ater" *==*. 4ater" Sanitary" and 4aste 4aste Services for !uildings. 3utter+orth<#einemann 3utter+orth<#einemann.. iner, 1onald, et. al. *==). Managing ivestoc7 to Preserve #nvoronmental 6uality. -o+a 0tae niversity &ress. /ebbutt, /. #. I. )>>B. Princiles of 4ater 4ater 6uality Control. 3utter+orth<#einemann.. 3utter+orth<#einemann $olley !. )>??. 'rainage 'etails. 0pon &ress.
8ATER AN! 8ASTE8ATER ENGINEERING /his course covers +ater pollutants, +ater quality and quantity, principles of +ater treatment, +ater process analyses and treatment, +aste+ater characteriEation, principles of +aste+ater treatment and +aste+ater treatment process analysis and selection.
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an !ecture K " units T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 &rerequisite: Chemistry, 2nvironmental 2ngineering. Prere3(i)i,e%Co're3(i)i,e Co
nderstandin nderstanding g the the quality quality and quantit quantity y of the different different +ater supply sources. *. nders nderstan tand d +ater +ater and and +ast +aste+at e+ater er proc processe esses s of treatm treatment ent.. ". -denti -dentify fy the appr appropri opriate ate +ater +ater and and +aste+a +aste+ater ter treatm treatment ent
technology. ). *.
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-ntroduction -ntroduction1evie 1evie+ + of #ydrology #ydrology aspects aspects of +ater +ater supply. supply. $ater quality and quantity. Drin%ing +ater standards. $ater treatment treatment processes. processes. Aeration, Aeration, Coagulation, Coagulation, 6locculatio 6locculation, n, Chemical treatment, sedimentation, slo+ sand filter, rapid sand filter, softening, activated carbon, disinfection, saline +ater conversion. $aste+ater characteriEation. Constituents, sampling procedures and physical characteriEation. Chemical Characteristics. 3iological characteriEation. &roces &rocess s Anal Analysi ysis s and and select selection ion.. &hys &hysic ical al unit unit oper operat atio ion. n. Chemi Chemica call uni unitt opera operati tion on.. 3iol 3iolog ogic ical al trea treatm tmen ent. t. Aerobic Aerobic and Anaero Anaerobic bic treatme treatment. nt.
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#ngineering" ?th #dition. 1oyal 0ociety of Chemistry. H. Nathanson, @erry. *==*. !asic #nvironmental Technology& 4ater Suly" 4aste Management and Pollution Control." ?th #dition. &rentice #all. 0A. Drinan, @oanne. *==). 4ater and 4astewater treatment& A Guide for +onengineering Professional . /echnomic &ublishing Co. H. /+ort, A. C. *===. 4ater Suly. 3utter+orth<#einemann. H. 6air, ordon. )>B). #lements of 4ater Suly and 4astewater 'isosal. @ohn 'isosal. @ohn $iley 0ons. Ne+ Ior%, 0A. as%e+, 6air, et. al. )>. 4ater and 4astewater #ngineering. @ohn $iley 0ons. Ne+ Ior%, 0A. DA' "9. &hilippine Drin%ing 0tandard.
Con),r(c,ion Enineerin an Manae*en,
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ENTREPRENEURSHIP FOR ENGINEERS /his course is designed to introduce the upper level undergraduate students to the concepts concepts and practices of entrepreneurial thin%ing. sing a combination of lectures, case studies, student led discussions, team business plans, and investor presentation formats, the course teaches life s%ills in entrepreneurial thought and action that students can utiliEe in careers ranging from starting companies to instigating cutting edge 1D pro(ects in large company intrapreneurial intrapreneurial endeavors. a(or course themes themes include: -ntroduction to 2ntrepreneurship, -dea eneration and 6easibility Analysis, and 3usiness &lanning.
N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an !ecture K " units T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e%Co're3(i)i,e 2ngineering anagement, 2ngineering 2conomy.
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2xplor 2xplore e the entre entrepren preneur eurial ial mindse mindsett and cultu culture re that that has been been developing in companies of all siEes and industries. 2xamin 2xamine e the entre entrepre preneur neurial ial proces process s from the the generat generation ion of of creative ideas to exploring feasibility to creation of an enterprise for implementation of the ideas. 2xperi 2xperienc ence e the dynam dynamics ics of parti particip cipati ating ng on a busine business ss team team and the po+er inherent in a team relative to individual effort. Create Create and and presen presentt a busine business ss plan plan for a tech technol nology ogy idea idea.. &rovide &rovide the bac%ground, bac%ground, tools, and life s%ills s%ills to participate participate in in the entrepreneurial process +ithin a large company, in a ne+ venture, or as an investor. -ntrod -ntroducti uction on to 2ntrepr 2ntreprene eneursh urship. ip. -dea -dea and 'pportu 'pportunit nity y enerati eneration: on: Attri Attribut butes es an yths yths of 2ntrepreneurs. 0ources of 'pportunity. Creativity. /he 'rigin and 2volution of Ne+ 3usiness. /he mindset of the 2ntrepreneur !eader. 2ntrepreneurial 'pportunity and 6easibility Analysis. 3usiness 3usiness &lanning &lanning and the the 7alue 7alue &roposit &roposition: ion: Company Company 1esearch. 1esearch. 2ntrepreneurial ar%et 1esearch. 3usiness &lans. 7alue &roposition &resentation. Company 6ormation. 6inancials, 3alance 0heets, Cash 6lo+ Analysis, -ncome 0tatement, &ro
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Co(r)e Na*e Co(r)e !e)cri+,ion N(*-er of Uni,) for Lec,(re an La-ora,or/ Prere3(i)i,e
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Ha+asa%i, uy. *==9. The Art of the Start& The time5 tested" battle5hardened guide for anyone starting anything. 0A. anything. 0A. 2. /immons" /immons" @effry. *==9. +ew *==9. +ew 0enture Creation th ; #dition. 0A. #dition. 0A. ". Homisar, 1andy. *==9. The Mon7 and the *iddle. 0A. *iddle. 0A. 4. ichaelson, 0teven. *==9. Sun T3u for Success& ow to ,se the Art of 4ar to Master Challenges and Accomlish the Imortant Goals in -our $ife. 0A. $ife. 0A.
CONSRUCTION COST ENGINEERING /he course covers conceptual estimate of pro(ects, parametric estimating, +or% brea%do+n structure, estimatedschedule interface planning, earned value, detailed estimating, special estimates and use of estimating manuals. !ecture < " units !aboratory < = 6ifth year standing After completing this course, the student must be able to: ). AnalyE AnalyEe e the cost cost impl implica icatio tion n of pro(ec pro(ectt scope scope *. 'ptimiEe 'ptimiEe the balance balance bet+een bet+een cost cost and and time time implicat implication ion of design decisions. ". Avoid costly costly and time
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!ATABASE MANAGEMENT IN CONSTRUCTION /he course covers Civil 2ngineering -nformation 0ystems, information 2ngineering and Architectures, -nformation 0trategy, 2nterprise<+ide -nformation 0trategy planning, Case tools, 1elational Database, odeling and NormaliEation, Gachmans 6rame+or%, 'b(ect 'riented odeling and Design, Data $arehousing and Data ining. !ecture < * units !aboratory K ) unit 6ifth year standing After completing this course, the student must be able to: ).
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Civil Civil 2ngi 2nginee neerin ring g -nfor -nformati mation on 0yst 0ystems ems.. -nform -nformati ation on engine engineeri ering ng and and Archite Architectu ctures res.. -nfo -nform rmati ation on 0tr 0trat ateg egy y &lan &lan.. 2nterprise 2nterprise K $ide $ide -nformat -nformation ion 0trategy 0trategy &lanni &lanning: ng: /op. Databas Database e anagem anagement ent 0yste 0ystems: ms: Acces Access s and 'racl 'racle. e. )=. Automating Automating -nformation -nformation Discovery: Discovery: Data $arehousin $arehousing g and Data ining Computers and 0pecial 0oft+ares ). &aulson, &aulson, Computer Computer Applica Application tion in in Constructi Construction, on, C re+ #ill, #ill, )>>9. *. 1umbaugh, 1umbaugh, et al. 'b(ect<'rien 'b(ect<'rientation tation odeling odeling and and Design, Design, &rentice<#all, )>>). ". Date, An -ntroduc -ntroduction tion to Database Database 0ystems, 0ystems, Addison Addison<$asl <$asley, ey, )>>=. )>>=. . artin, artin, -nformatio -nformation n 2ngineeri 2ngineering, ng, 3oo%s 3oo%s -- and and ---, ---, &rentice< &rentice<#all, #all, )>>=..
F.6. Tran)+or,a,ion Enineerin Co(r)e Na*e< Co(r)e !e)cri+,ion N(*-er of Uni,) for Lec,(re;
TRANSPORTATION PLANNING rban transportation planning process, design of urban transportation models including trip generation; urban transit planning and 'perations; /ransportation Demand Analysis; /ransportation &ro(ect 2valuation !ecture K " units
La-ora,or/; Fielor2 an T(,orial N(*-er of Con,ac, Ho(r) +er !ecture K " hours ee2 Prere3(i)i,e%Co're3(i)i,e /ransportation 2ngineering 6ifth year standing After completing this course, the student must be able to:
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TRANSPORTATION S#STEMS !ESIGN /his course is directed to the overall design of transportation systems. 2mphasis +ill be upon the principles of systems analysis as they relate to the planning, design, operation and evaluation of transportation systems. /he central feature of the course is a pro(ect andor a seminar delivery to be coordinated +ith class activities. !ecture < " hrs. 6ifth year standing After completing this course, the student must be able to: ). nderstand nderstand the the principles principles of systems systems analysis analysis as they relate relate to the planning, design, operation and evaluation of transportation systems. *. Develop Develop plans, plans, polici policies, es, pro(ect pro(ects, s, actions actions and strategi strategies es that that address the issue of transportation of gro+ing urban areas. ). *. ". . 9. . B.
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HIGH8A# !ESIGN AN! TRAFFIC SAFET# /his course is intended to provide the fundamentals of high+ay design and operation, human factors and vehicular characteristics and ho+ they interact +ith the road+ay, and high+ay safety analysis and different statistical techniques employed in the analysis. !ecture < " units !aboratory < = 6ifth year standing After completing this course, the student must be able to: ). Design different different high+ay high+ay facilities facilities and apply apply relevant relevant high+ay high+ay design standards. *. AnalyEe AnalyEe crash crash and traffic traffic data employi employing ng the appropriate appropriate statist statistical ical techniques. ". Conduct Conduct traffic traffic safety studies, studies, identify identifying ing high
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7uchic, 7. /ransportation for !ivable Cities.
#igh+a #igh+ay y 6unctio 6unctions, ns, 1oad+ 1oad+ay ay Design Design,, Driver Driver 7ehicle 7ehicle Characteristics. Design 0peeds, 0peeds, #oriEon #oriEontal tal Alignme Alignment, nt, and 0uper elevation. elevation. 7ertic 7ertical al Alignme Alignment, nt, 0ight 0ight Distan Distance, ce, 0pecia 0peciall Curves. Curves. Cross Cross 0ecti 0ections ons Desi Design, gn, 2art 2arth+or h+or%, %, Drain Drainage. age. At<rade At<rade -ntersection -ntersection,, !o+ !o+ 7olume -ntersection -ntersections, s, !eft
N'N2 ). !amn, &sarianos &sarianos and and ailand ailand #igh+ay #igh+ay Design Design and /raffic /raffic 0afety 0afety 2ngineering #andboo%, c ra+ #ill #andboo%s, )>>> 4-03N =<=B< ="?*>9<5 *. A00#/' A00#/' reen reen 3oo%, 3oo%, A &olicy &olicy on eometri eometric c design design of of #igh+ays #igh+ays and 0treets, *==) /CD, anual on niform /raffic Control Devices..
F.. Geo,echnical An Geo'Environ*en,al Geo'Environ*en,al Enineerin
Co(r)e Na*e<
2'0IN/#2/-C0 -N 2'/2C#N-CA! 2N-N221-N
Co(r)e !e)cri+,ion
/his course involves the design techniques and applications for geotextiles, geosynthetics, geogrids, geonets, geomembranes and geocomposites as they are used in environmental, geotechnical, and other construction engineering pro(ects. /he course first studies natural slopes and emban%ments for their stability and seepage problems. /he proceeding
sessions deal +ith applications of geosynthetic construction materials to designs of those earth structures. -n the recent years, geosynthetics became very practical and economical materials to be used in earth reinforcement, filtration, pond liner, landfill liner, and many other subsurface constructions and earth structures. /he class revie+s different types of available geosynthetic materials, those applications, and design techniques. N(*-er of Uni,) for Lec,(re; La-ora,or/ ; Fielor2 an T(,orial
!ecture <" units
N(*-er of Con,ac, Ho(r) +er ee2
!ecture < " hrs.
Prere3(i)i,e%Co're3(i)i,e
eotechnical 2ngineering ) *. After completing this course, the student must be able to:
Co(r)e O-4ec,ive)
). -denti -dentify fy geos geosynt ynthet hetics ics and their their appli applicati cations ons in civi civill and and environmental engineering.
Co(r)e O(,line
0eepage through dams. 2arth filtering design. 0lope stability analysis. 'vervie+ of geosynthetics. Description of geosynthetics, 6unctions of geosynthetics, &olymers, eosynthetics tests. eotextiles. 0eparation. npaved road+ay reinforcement. 6iltration. 1einforced +alls. Drainage. eogrids. 1einforced +alls. eonets. Drainage. eomembrances. !iquid containment 4pond5 liners. 0olid material 4landfill5 liners. Cap and enclosures. eosynthetic clay liners. eo
La-ora,or/ E3(i+*en,
None
Reco**ene Te5,-oo2
Hoerner, 1obert .)>>B. Designing +ith eosynthetics, th 2dition. &rentice #all.
S(e),e Reference)
#orvath, @.0.)>>9. eoform eosynthetics. #orvath 2ngineering. #oltE, 1.D., Christopher, 3.1., and 3erg, 1.1. )>>9. eosynthetic Design Construction uidlines, &articipant Noteboo%, N#- Course No. )"*)", prepared for National #igh+ay -nstitute, 6#A. -6A-,. )>>=. A Design &rimer: eotextile and 1elated aterials. $u, @./.#. )>>. Design and Construction of 0imple, 2asy and !o+ Cost 1etaining $alls. Colorado /ransportation -nstitute.
Co(r)e Na*e<
GEOTECHNICAL EARTH$UA@E ENGINEERING
Co(r)e !e)cri+,ion
/his /his cours course e conc concer erns ns plate plate tect tecton onic ics s and and elas elasti tic c rebo reboun und d theo theory ry of earthqua earthqua%es %es and faults; faults; charact characteri eriEat Eation ion of ground ground motions motions;; seismi seismicit city; y; deterministic deterministic and probabilist probabilistic ic seismic seismic haEard analyses; analyses; effects of local soil condit condition ions s on ground ground respons response; e; develo developmen pmentt of design design ground ground motion motions; s; liquefaction; dynamic lateral earth pressures; seismic slope stability.
N(*-er of Uni,) for Lec,(re; La-ora,or/ ; Fielor2 an T(,orial N(*-er of Con,ac, Ho(r) +er ee2
!ecture <" units
!ecture < " hrs.
Prere3(i)i,e%Co're3(i)i,e
eotechnical 2ngineering ) *. After completing this course, the student must be able to:
Co(r)e O-4ec,ive)
Co(r)e O(,line
). -dentify -dentify ground ground motion motion and their applica applicatio tions ns in geotec geotechnic hnical al environmental engineering.
and
a. 0eis 0eismo molo logy gy and and 2art 2arthq hqua% ua%es es.. -ntr -ntrod oduct uctio ion n to 7ibr 7ibrat ator ory y oti otion on.. Charact Characteri eriEat Eation ion and &redic &rediction tion of round round otions otions.. 1evie+ 1evie+ of Dynamics of Discrete 0ystems 40D'6 D'65. 0trong round otion CharacteriEation. 0eismicity and 0eismic #aEard Analysis. b. Dyna Dynami mic c 0oil 0oil &rop &ropert ertie ies s c. Deve Develo lopm pmen entt of Desi Design gn rou round nd oti otion ons. s. !oca !ocall 0ite 0ite 2ffe 2ffect cts s on round otions. round 1esponse Analysis d. 6ound 6oundat atio ion n K 7ibr 7ibrati ations ons.. Anal Analog og 0olu 0oluti tion on,, Circ Circul ular ar 6oun 6oundat datio ion: n: 7ertical, 0liding, 1oc%ing and /orsional 7ibrations 6oundation 6oundation < 3earing 3earing Capacity Capacity Considering Considering 2arthqua%e !oading. /erEaghiTs 2quation, eyerhoffTs 2quation, 3earing Capacity +ith 2ccentricity. 'ne. 0oil 0oil ode odels ls for for Cycl Cyclic ic !oad !oadin ing. g. 3ili 3ilinea nearr ode odel, l, #ardi #ardin n
<>. itigation of 0eismic #aEards La-ora,or/ E3(i+*en,
None
Reco**ene Te5,-oo2
Hram Hramer er,, 0tev teven !. )>>. >>. Geotec Geotechnical hnical #arth( #arth(ua7e ua7e #ngin #ngineerin eering. g. %irs %irstt #dition. &rentice #all.
S(e),e Reference)
1. -shihara, H. )>>.
Soil !ehavior for #arth(ua7e Geotechnics, Geotechnics, 'xford
niversity &ress. Das, 3.. 3.. )>>" )>>".. 2. Das,
Prin Princi cil les es of Soil Soil 'yna 'ynami mics cs .&$0 &ublishing &ublishing
Company. 1ichart, @r., 6.2., #all, @r., @.1., and $oods, 1.D. )>B=. 0ibrations of 3. 1ichart, Soils and %oundations. &rentice<#all, %oundations. &rentice<#all, -nc.
Co(r)e Na*e<
Co(r)e !e)cri+,ion
N(*-er of Uni,) for Lec,(re; La-ora,or/ ; Fielor2 an T(,orial
GEOTECHNICAL ASPECTS OF LAN!FILL !ESIGN /his course presents geotechnical aspects related to the design of solid +aste landfills. /he course teaches settlement analyses, slope stability, liner compaction, and leachate collection systems as they relate designing a landfill. Computer soft+are is used to assist design scenarios. !ecture < * units Computer !aboratory< ) unit
N(*-er of Con,ac, Ho(r) +er !ecture < * hours ee2 !aboratory< " hours Prere3(i)i,e%Co're3(i)i,e
eotechnical 2ngineering ) *
Co(r)e O-4ec,ive)
After completing this course, the student must be able to: ). -dentify -dentify %ey %ey sources, sources, typical typical quantiti quantities es generated generated,, composition composition,, and properties of solid and haEardous +astes. *. -dentify -dentify +aste +aste disposal disposal or transform transformation ation techniques techniques 4landfi 4landfills lls and and incinerators5. ". 1ecogniEe 1ecogniEe the the relevant relevant regulat regulations ions that that apply apply for facilities facilities used used for disposal, and destruction of +aste. . Conduct Conduct invasive invasive and non
Co(r)e O(,line
• •
• • • •
0ources, quantities generated, and physochemical properties of municipal solid +aste and haEardous +aste. 0olid $aste anagement &yramid K Hey /echnologies for 0$ 4collection, handling, transformation, landfills, incinerators, composting5. 1elevant environmental regulations for +aste disposal, site investigations. 0ite investigations, 0ite 0election 4N-3I5, 1egulatory permitting process. -ncineration and composting.
/ypes of !andfills, basic geotechnical considerations, earthen liners for +aste disposal. • Clay mineralogy, factors controlling hydraulic conductivity, methods to
• •
• • • •
measure the coefficient of permeability, % in the laboratory and field, compatibility of liner materials to chemicals in leachate. Contaminant and liquid transport in soil liners for 1C1A liners 4advection and diffusion5. eosynthetics for +aste disposal K overvie+, eomembranes< lea%age, transport, and structural stability, esosynthetic Clay !iners 4C!s5. Design of !eachate Collection 0ystem for !andfills K se of gravel and D!s. 'perational aspects of 0$ landfills 4daily cover, leachate disposal, $ monitoring5. !andfill as Collection 0ystem and !eachate 1ecirculation 0ystem Design. !andfill 6inal Cap Design and $ater 3alance 4demonstration of #2!& odel5.
La-ora,or/ E3(i+*en,
Computer 0oft+are in !andfill Design 4&C0/A3!, N-02//!2, C23A15
Reco**ene Te5,-oo2
!a rega, . D., 3uc%ingham, &. !., and 2vans, @. C. *==). a3ardous 4aste Management" 2nd #dition. cra+<#ill.
S(e),e Reference)
1.
8uian, et. Al. *==*. Geotechnical *==*. Geotechnical Asects of $andfill 'esign. &rentice #all. /chobanoglous,/heisen,7igil. *==*. Integrated Solid 4aste 2. Management. cra+<#ill. 3. 0harma, #. D. *==). 4aste Containment Systems" 4aste Stabili3ation" 8 $andfills. 'esign 8 #valuation. #valuation. @ohn $iley 0ons.
F.7. O,her)%S+ecial To+ic) Co(r)e Na*e< Co(r)e !e)cri+,ion N(*-er of Uni,) for Lec,(re; La-ora,or/; Fielor2 an T(,orial N(*-er of Con,ac, Ho(r) +er ee2 Prere3(i)i,e%Co're3(i)i,e Co(r)e O-4ec,ive)
Co(r)e O(,line
La-ora,or/ E3(i+*en, S(e),e Reference)
CI"IL ENGINEERING CORRELATION COURSE /his course +ill cover the revie+ of all the basic courses covered in the Civil 2ngineering !icensure examination. !ecture < " units /utorial < " units !ecture < " hours /utorial < " hours Candidate for graduation. After completing this course, the student must be able to: ). ain thorough thorough understanding understanding of all the basic basic courses courses covered covered in the licensure examination thereby improving their chances of qualifying as licensed civil engineers. ). 1evie+ 1evie+ of of all mathe mathemat matics ics and and surveyi surveying ng course courses. s. *. 1evie+ 1evie+ of mechan mechanics ics and materi materials als.. ". 1evie+ 1evie+ of geotec geotechni hnical cal engineer engineering ing.. . 1evie+ 1evie+ of 0tructural 0tructural /heory /heory and 0tructu 0tructural ral Design Design courses. courses. 9. 1evie+ 1evie+ of mechanics mechanics of fluids fluids,, hydrauli hydraulics cs and and hydrology hydrology.. . 1evie+ 1evie+ of of related related cons construc tructio tion n and desig design n courses courses.. . +T#& +T#& *efer *efer to the the syllab syllabus us rescri rescribed bed by the the !oard !oard of Civil Civil #ngineering" Philiine *egulation Commission. None. ). /extboo%s /extboo%s and and reference references s prescribe prescribed d by the 30 30 Civil Civil 2nginee 2ngineering ring
Course.
II. NON'TECHNICAL COURSES A. B.
SOCIA SOCIAL L SCIEN SCIENCES CES 9Plea) 9Plea)e e refer refer ,o ,o CMO CMO >.; >.; ). 1>>7 1>>7:: HUMA HUMANIT NITIES IES 9Ple 9Plea) a)e e refer refer ,o CMO CMO >.; >.; ). ). 1>>7: 1>>7:
C.
LANGUAG LANGUAGES ES 9Plea)e 9Plea)e refer refer ,o CMO >.; ). ). 1>>7 1>>7 for Enli)h Enli)h 1 an an &:
Course Name
ENGLISH 0 9TECHNICAL COMMUNICATION:
Course Description
/he nature of technical communication; s%ills and strategies for reading and +riting literature revie+s, (ournal articles, and technical reports; ma%ing oral presentations.
Number of nits for !ecture and !aboratory
" units lecture
Number of Contact #ours per $ee%
" hours lecture
&rerequisites
2nglish *
Course 'b(ectives
After completing this course, the student must be able to: ). Differentiat Differentiate e technical technical +riting +riting from other types types of +riting; +riting; *. 2ngage himherse himherself lf critically critically in the reading reading of a specialiEed specialiEed text; text; ". $rite a summary summary and revie+ revie+ of a (ournal (ournal article; article; . $rite a research research paper on a technical technical topic; and 9. &roperly &roperly ac%no+ledge ac%no+ledge sources sources by using a prescribe prescribed d citation citation format; . &repare &repare an oral presentation presentation on on a technical technical topic; topic; and and B. Deliver Deliver properly properly an oral oral technical technical presentation. presentation.
Course 'utline
!aboratory 2quipment 0ugge uggest sted ed 1efe 1efere renc nces es
). /he Nature of /echnic /echnical al Communic Communication ation *. /ech /echni nica call $riti $riting ng *.). *.). -ntro -ntroduc ducti tion on to /ech /echni nica call $ri $riti ting ng *.*. *.*. !ibr !ibrar ary y 'ri 'rien enta tati tion on *.". *.". /echni /echnical cal $ritin $riting: g: 6orm 6ormal al 0che 0chema ma0ty 0tyle; le; $ord $ord Choic Choice e *.. *.. /ypes /ypes of /ext /ext 0truc 0tructure ture in /echnic /echnical al $ritin $riting g *.9. *.9. -ntrod -ntroduct uction ion to 1ese 1esearch arch:: Choos Choosing ing a /opic /opic,, 'utli 'utlinin ning g *.. *.. 0%ills 0%ills and and 0trat 0trategi egies es for 1eadi 1eading ng and $rit $riting ing @our @ournal nal Arti Article cles, s, !iterature 1evie+s, and /echnical 1eports *.B. *.B. 2valua 2valuatin ting g 0ources 0ources and and &repar &reparing ing a &rel &relimi iminary nary 3ibl 3ibliog iograp raphy hy *.?. *.?. &repari &reparing ng and -nterpr -nterpreti eting ng Non<&r Non<&rose ose 6orms 6orms *.>. *.>. 0ummar 0ummariEi iEing ng and AnalyE AnalyEing ing a @our @ournal nal Articl Article e *.)=. &reparing &reparing the the Different Different &arts &arts of the the 1esearch 1esearch &aper &aper or /echnic /echnical al 1eport *.)). $riting $riting 3ibliogr 3ibliographies aphies sing a &rescribe &rescribed d 6ormat 6ormat *.)* *.)*.. -nde -ndepen pende dent nt 0tud 0tudy y ". 'ral 'ral /echnic /echnical al &resenta &resentation tions s ".). ".). &rep &repari aring ng the the &re &rese sent ntati ation on at ateri erial als s ".*. ".*. Deli Delive veri ring ng the the /echn /echnic ical al &re &rese sent ntati ation on None Ameri merica can n &sy &sych chol olog ogic ical al Asso Associ cia ation tion.. Publication Manual of the American Psychological Association, Association, th ed. $ashington, DC: American &sychological Association, )>>. Carreon, 2. and C. 3alarbar. Series in #nglish for Secific Secific Puroses& #ngineering. #ngineering. anila: D!0 &ress, )>>9. c$horter, H. Guide to College *eading. *eading. Ne+ Ior%: !ongman, *==".
&enrose, @.., 1.$. 1asberry and 1.@. yers. Advanced yers. Advanced !usiness Communication. Communication. Cincinnati: 0outh<$estern College &ublishing, )>>B. $eissberg, 1. and 0. 3u%er. 4riting , *esearch& #)erimental *esearch *eort 4riting for Students of #nglish. #nglish. Ne+ @ersey: &rentice #all, -nc., )>>=.
