SCHOOL OF CIVIL AND ENVIRONMENTAL ENGINEERING REPORTONINDUSTRIAL ATTACHMENTWITHMEINHARDT SINGAPORE PTE LTDPREPARED BY:PHAM VIET HOANGU1220089A1Table of ContentsAbst!"t#A"$%&'()*+),)%t-1. I%t&*/"t0&%11.1. Background of Industrial Attachment51.2. Objectives of e!ort51.". Objectives of Author51.#. $ob %co!e52. O2)20)' &3 C&,4!%5 62.1. Background of Com!an& '2.2. Com!an& Organi(ation Chart)#. W!t)t&'% P/%++&(8".1. *roject Background+".2. ,e& -esign Ideas of *roject .".". aft /odeling for Beam -esign10".#. %afe /odeling for %lab -esign1#".5. %teel %tructure -esign1)-. C&%st/"t0&% S0t) V0s0ts 181. C&%"(/s0&% 216. R)3))%")s 222ABSTRACT Industrial Attachment is a 2012eek learning !rocess 2hich b& e3!osing the students in real life 2orking environment as !art of an academic curriculum hel!s the studentsto develo! and enhance academic4 !ersonal and !rofessional com!etencies. -ue to the diversit& of the training environments and backgrounds of organisation su!ervisors4 a significant !art of the attachment !rogramme is based on a self1directed learning a!!roach b& the students. This re!ort gives an overvie2 on the student5s e3!erience at /einhardt %inga!ore4 and also the kno2ledge and lessons learnt during his 2012eek training 2ith the com!an&.This re!ort first starts 2ith a brief introduction on the IA and the author4 follo2ed b& an overvie2 about the organisation4 to 2hich the author 2as being attached. /ore im!ortantl&4 all the technical kno2ledge and e3!eriences gained 2ill also be !resented in this re!ort.3AC7NOWLEDGEMENTThe e3!erience that the author gain during his time 2ith /einhardt %inga!ore 2as valuable as he 2as given a chance to be involved in some !rojects his colleagues to accom!lish the !roject smoothl&. 6e has also gained insights on the 2orking life as acivil and structural engineer. Therefore4 he 2ould like to take this o!!ortunit& to thank the follo2ing !ersonal in teaching and guiding him during his 2012eek industrial attachment. -e!ut& /anaging -irector4 6ead of %T1 C7% Team4 /r ,am /un 8ai4 for !roviding the author a 2onderful 2orking environment 2ith man& challenges&et a lot of o!!ortunities. Technical -irector of %T1 C7% Team4 /r Tan 8ai 6ong4 for his kindness in su!ervising and directing the author to the right !ath 2ith !lent& of advices. Technical director of %T1 C7% Team4 /r $effer& 9g4 for guiding and conducting assessment for the author. %enior :ngineer of %T1 C7% Team4 /r 8ong Tech 6ong4 for teaching and guiding the author all the building structure technical kno2ledge. The author also 2ants to thank him for giving the author a chance to take charge of several 2orks 2hich enhance the author in man& skills such as !roblem solving skill4 management skill ; All the colleagues in /einhardt4 for their 2arm hos!italit& and encouragement to the author all the time. 9T< Tutor4 *rof %hu& :ng Ban4 for hel!ing the author 2henever he faces difficulties to make this IA a success.1. INTRODUCTION 41.1. Background of Industrial Attachment Industrial attachment is !art of the curriculum for 9T< &ear " engineering students. The 20 2eeks of su!ervised !ractical training e3!ose students to the real 2orking 2orld and !re!are them for the future em!lo&ment in their chosen disci!line.1.2. Objectives of re!ortThe re!ort aims to highlight the author5s e3!eriment as an undergraduate structural engineer 2ith /einhardt =%inga!ore>.The objectives of this re!ort are to? *rovide a background overvie2 of the IA organisation -escribe all the assignments com!letedand kno2ledge attained b& the student 6ighlight in detail 2 assignments undertaken1 Beam -esign and %lab -esign using %A@: and aft evie2 the insight and reflection based on the challenging 2ork e3!eriences -ra2 a conclusion from this internshi!1.". Objectives of author The author aim to achieve the follo2ing learning objectives during his industrial attachment? To a!!l& kno2ledge learnt in *te Etd /ain Contractor? 6&undai :ngineering 7 Construction Co.4Etd".2. ,e& -esign Ideas of *roject@ig #? 8aterto2n esidential Area@ig 5? 8aterto2n *ublic Area98aterto2n *unggol is the first integrated 2aterfront lifest&le develo!ment in %inga!ore. It is the first lu3urious 2aterfront develo!ment that integrates seamlessl& residences4 sho!!ing mall and !ublic trans!ort net2ork =*unggol /T>. Eocated b& the scenic *unggol 8ater2a&4 at the ne2 *unggol Central4 residents in *unggol can gain eas& access to a host of recreational activities. 8ater2a& *oint4 2hich is the retail com!onent of the 8aterto2n *unggol4 2ill host !o!ular sho!s4 boutiAues as 2ell as %inga!ore5s first basement 111screen cinema.".". aft /odelling for Beam -esign".".1. %tructure anal&sis@or the first fe2 2eeks of the internshi!4 the author 2as instructed to anal&se the framing of the 2nd and roof level for the *unggol To2nsAuare building. All the anal&sis and the assignment must follo2 %inga!ore %tandard C*'5 code of !ractice for structural use of concrete. At first4 the author learnt ho2 to understand a structural dra2ing consisting beams4 columns4 2alls4 staircases4 ram!s4 voids... After that a check has to be carried out to ensure that the structural dra2ing is consistent 2ith the architectural dra2ing in term of gird lines4 beam and column locations; finall& all the load !atterns are being anal&sed and assigned to each individual structural elements =beams> b& the method of tributar& areas.@ig '? To2nsAuare %tructural -ra2ing10@ig )? To2nsAuare Architectural -ra2ing".".2. aft for beam designIn the !roject4 A*T 2as used for beam design. It is one of the most commonl& usedsoft2are b& engineers in the C7% de!artment. The methodolog& of using A*T is described belo2? 1. ,e& in general information?Information such as the concrete strength4 thickness of concrete cover and design code 2ere s!ecified. %elf12eight of beam can be calculated b& the soft2are automaticall&. 2. In!ut beam s!an and slab data?The length of each beam s!an as 2ell as the slab thickness and 2idth 2ere entered. %!an length 2as taken to be the distance bet2een the centers of the su!!orts ". In!ut su!!ort conditions of beams. There are three t&!es of su!!ort conditions that can be assigned to the beam4 ,nife1edge4 Column and @i3ed. ,nife edge is commonl& chosen to idealise sim!l& su!!orted beams 11#. :nter the beam dimensions. The de!th and 2idth of the beam 2ere s!ecified. A*T 2ould then dis!la& the crosssection of the beam based on the dimensions entered. %im!le rectangular cross section as 2ell as other com!licated sections such as T1section and E1section can be created. 5. In!ut the load cases and combinations -ifferent load cases include dead loads and live loads 2ere selected. . C*'51*art 2?1...4 %tructural use ofConcrete =%!ecial circumstances> British %tandard Institute =2002>. B% +1101*art 1? 1.+54 %tructural use of Concrete. Clifford4 E. @.4 *eter. T. =1.)2>. 8.6. /osle&4 $.6. Bunge&4 . 6ulse =2005>. einforced Concrete -esign @ifth :dition4 *algrave. *rofessor @an %au Cheong =201#>. CK "011 einforced Concrete -esign 9otes *rofessor Chie2 %ing *ing =201">. CK"012 %teel -esign 9otes22