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SO ALAN PEPERIKSAAN

SEMESTER DISEMBER

2009/2010

FAKULTI ALAM BINA UTM

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FAKULTIALAM BINA

SOALAN PEPERIKSAAN SEMESTER DISEMBER

2009/2010

BIL KOD MATA PELAJARAN NAMA MATA PELAJARAN MUKASURAT

1 SBQ 2122/SBC 1142 STRUCTURAL DESIGN

2 SBC 1422 ESTIMATING I

3 SBQ 3522 LEGAL STUDIES III4 SBC 3842 BUILDING MAINTENANCE

5 SBQ 4912 VALUES MANAGEMENT

6 SBQ 3314 CONSTRUCTION MEASUREMENT III

7 SBC 2242 CONSTRUCTION TECHNOLOGY II

8 SBQ 1223 CONSTRUCTION TECHNOLOGY I

9 SBC 1222 CONSTRUCTION TECHNOLOGY I

10 SBQ 4412 FINANCIAL MANAGEMENT

11 SBC 2443 FINANCIAL MANAGEMENT

12 SBC 1233 BUILDING SERVICES SYSTEM

13 SBQ 2233 BUILDING SERVICES II

14 SBQ 4314 UKUR BINAAN IV

15 SBC 2273 CONSTRUCTION TECHNOLOGY AND DESIGN

16 SBC 1512 PRINCIPLE OF LAW IN MALAYSIA

1

17 SBQ 3424 BUILDING ECONOMICS

18 SBC 2344 CONSTRUCTION PROJECT MANAGEMENT

19 SBC 3533 CONSTRUCTION AND DEVELOPMENT LAW

20 SBQ 3622 PRINCIPLES OF MANAGEMENT

21 SBC 1123 ENGINEERING SURVEY

22 SBQ 4324 INFORMATION MANAGEMENT

23 SBQ 1712 PROFESSIONAL PRACTICE I

24 SBQ 2314 UKUR BINAAN I

25 SBQ 1322 INTRODCUTION TO CONSTRUCTION...

26 SBC 2263 CONSTRUCTION PLANT AND TEMPORARY...

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30000010222992

UNIVERSITI TEKNOLOGI MALAYSIA

Fakulti Alam Bina

FINAL EXAMINATION

SEMESTER II SESSION 2009/2010

COURSE CODE

COURSE

PROGRAM

TIME

DATE

LECTURER

PERCENTAGE

SBQ 2122/SBC 1142

STRUCTURAL DESIGN

1 SBQ/1 SBC

2 HOURS

5 APRIL 2010

IR. MOHAMAD SALLEH YASIN

PROF. MADYA. BADRUL HISHAM

AHMAD

50 %

INSTRUCTION:

1. Answer ONE (1) questions from Section A and ONE (1) question from

Section B.

2. This is an open book examination.

THIS QUESTION PAPER CONSIST OF 5 PAGES INCLUDING THE

FRONT PAGE

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SBQ 2122

Section A

Al. a)

b)

Explain the roles of structural designer in building construction project.

(8 marks)

In the design process, engineers always use “partial safety factor” to

converts characteristic values into design values. Explain why they

need such factors and gives examples of the factors.

A 250 x 600 mm rectangular reinforced concrete beam of span 9.0 m is

shown in Figure Al. The beam is required to support an ultimate

uniformly distributed load of 20 kN/m and two ultimate point loads of

30’kN and 50 kN as shown in the figure. Use concrete grade C30 and

steel grade 500 and concrete cover 30 mm.

i. Sketch the shear force and bending moment diagrams of the

beam by showing all the important values.

ii. Design main reinforcement for bending.

iii. Design shear reinforcementiv. Sketch the detailing of reinforcements designed in (b) and (c).

(8 marks)

(34 marks)

30 kN 50 kN

1 20 kN/m A

650

3m ^ 3m ^ j,,

250

Cross-section

FIGURE Al

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SBQ 2122 3

A2. a) Reinforced concrete structure is a combination of several main elements.

State three of the elements and explain the behavior of each element when

subjected to loading. The explanation should be guided with sketch

showing the deformed shape of the element and the location of mainreinforcement.

(12 marks )

b) Figure A2 shows a reinforced concrete slab 4.0 m x 5.0 m, simply

supported on two reinforced concrete beams. This slab is required to

support a uniformly distributed live load of 3.0 kN/m2 and floor finishes

of 1.0 kN/m2. The design data are as follow:

Characteristic strength of concrete,^Characteristic strength of reinforcement, f y

Concrete cover, c

Bar size

= 30 N/mm2

500 N/mm2

= 25 mm

= 12 mm

A

4 m

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SBQ 2122 | 4

Section B

Bl. a) List down three differences between pre-tensioned and post-tensionedprestressed concrete beam.

(10 marks)

b) Explain in your own words the reasons why there is a reduction in

prestressing force after a long period of time.

(10 marks)

c) A pre-tensioned prestressed concrete beam is simply supported over a

span of 16 m and carries a total uniformly distributed service load of

19.5 kN/m, in addition to its own self weight. A standard TY beam

section as shown in Figure Bl is to be used. The following information

is given:

• Class 2 category; f ci = 40 N/mm2; f cu = 50 N/mm

2

• a = 0.9; (3 = 0.72

i) Calculate the stress limits at transfer and service

ii) Select the most economical section for the beam. (Choose between

TY9 and TY10)

(30 marks)

SECTJON PROPERTIES Design self weight per unit volume has been token ds 25 kN/m*

Section No Depth mm Area mrn! Yb mm Zt mm1 * 106 Zb mm1 x 106App self weight

kN./m

TY1 400 184155 140 6.5B 12.22 4.60

TY2 450 195538 155 8.40 15.98 4.83

TY3 500 207936 173 10.85 20.51 5.20

TY4 550 221351 194 13.97 25.68 5.54

W5 600 235780 216 47.70 31.47 5.90

TT6 650 251225 240 22.11 37.77 6.28

vn 700 267685 266 27.23 44.43 6,70TVS 750 285163 294 33,10 31.34 7.13

TY9 800 303655 322 39-61 58.80 7.59

TY10 850 323157 352 46.93 66*40 8.08

FIGURE Bl

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SBQ 2122 I 5

B2. a) Sketch the various stages of a structural steel beam undergoing

bending until it collapse

(10 marks)

b) Given two sections, one classified as plastic while the other as

compact. Which section will carry bigger load at collapse and explain

why?

(10 marks)

c) The slab shown in Figure B2 has an overall depth of 200 mm is

designed to carry an imposed load of 3 kN/m2 plus floor finishes and

ceiling loads of 1 kN/m2. It is supported by structural steel beams

457 x 191 x 82 UB (grade S275) and these beams are simply supported

at their ends. All the beams are fully laterally restrained and there is

nominal torsional restrain at supports.

i) Calculate the total service and ultimate loads on beam B/l-2 and

Beam 2/A-C

ii) Check whether the bending and shear capacities for beam B/l-2 are

adequate.

iii) Calculate the deflection for beam 2/A-C and check whether it is

within the allowable limit.

(30 marks )

|3.5 ro r . ! . , _________ .J-Sffl.

FIGURE B2

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UTMUNIVERSITI TEKNOLOGI MALAYSIA

Fakulti Alam Bina

FINAL EXAMINATION


COURSE CODE

COURSE

PROGRAM

TIME

DATE

LECTURER

PERCENTAGE

SBC 1422

ESTIMATING I

1 SBC

2 HOURS

5 APRIL 2010

NORAZAM B. OTHMAN

50 %

ARAHAN:

INSTRUCTION:

Jawab mana-mana 4 (empat) soalan.

Answer any 4 (four) questions.

Markah setiap soalan adalah seperti yang dinyatakan.

Marks for each question is as stated.

r0

THIS QUESTION PAPER CONSIST OF 7 PAGES INCLUDING THE FRONT PAGE

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SOALAN 1

Jelaskan penggunaan kaedah anggaran unit dan kaedah anggaran keluasan

lantai yang lazimnya digunakan dalam mendapatkan anggaran kos

pembinaan termasuk kebaikan dan keburukannya.

(25 markah)

QUESTION 1

Explain the usage of the unit and superficial area estimating methods

commonly used to derive the estimated cost of construction including its

advantages and disadvantages.

(25 marks)

SOALAN 2

Terangkan ciri-ciri tapak bina seperti lokasi, jenis dan saiz

bangunan/pembinaan, kemudahan sedia ada, keadaan tanah serta

topografi yang mungkin memberi kesan kepada penilaian keseluruhan kos

projek dan harga tender.

(25 markah)

QUESTION 2

Explain the characteristics of the site such as location, type and size of the

building/construction, available existing services, ground conditions and

topography which may affect the overall assessment of the cost of project and

the tender price.

(25 marks)

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SOALAN 3

Dengan menggunakan kaedah anggaran ‘superficial area’, tunjukkan

pengiraan anggaran kos seterusnya harga tender pembinaan untuk projek

dengan ciri-ciri berikut:

Tajuk projek

Lokasi

Ketinggian

Rekabentuk

Lain-lain

: Hotel 3 bintang untuk Budget™ Services Sdn Bhd

: Tainan Universiti Skudai (bersebelahan kompleks

membeli belah Jay a Jusco)

: 5 tingkat (atas tanah), 1 tingkat (tempat letak

kereta bawah tanah)

: Bilangan bilik tetamu : 50

Bentuk segiempat tepat

Setiap tingkat 70.0m panjang x 20.0m lebar

Tingkat 1 untuk lobi, restoren, dapur, pejabat

pengurusan, bilik seminar, perkhidmatan cucian

pakaian

: Pembinaan akan bermula Julai 2010

Jika setiap bilik direkabentuk untuk 2(dua) tetamu hotel, apakah kadar unit

kos semasa setiap tetamu hotel jika kos perkhidmatan mekanikal dan

elektrik (M&E) serta kos perkakasan dalaman adalah 40% dari kos

pembinaan?

Data projek lepas antara tahun 1998-2006 untuk lokasi Kuala Lumpur

(Lampiran A) boleh digunakan sebagai rujukan dan pemilaian

(25 markah)

b

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QUESTION 3

Using ‘superficial area’ method of estimating, show the calculations of the

estimated cost and the tender price offer for the construction of a project with

the following characteristics:

Project title

Location

Height

Design

Others

: 3 star hotel for Budget?™ Services Sdn Bhd

: Taman Universiti Skudai (next to Jaya Jusco

Shopping complex)

: 5 floors (above ground), 1 floor (basement car park)

: Number of rooms : 50

Rectangular shape

Each floor 70. Om long x 20. Om wide

I st floor for lobby, restaurant, kitchen, administrative

offices, seminar rooms, laundry services

: Construction will start in July 2010

If each room is designed to cater for 2(two) guests, what will be the present

unit cost rate for each guest if the cost of the mechanical and electrical

services (M&E) and the cost of interior decorations is 40% of the cost of

construction?

Data of previous projects for the year 1998-2006for Kuala Lumpur (Appendix

A) is given as reference and assessment

(25 marks)

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SOALAN 4

Lakarkan hubungkait pihak-pihak yang terlibat dalam kaedah perolehan

tradisional dan jelaskan bagaimana kaedah perolehan tersebut memberi

implikasi kepada harga tender.

(25 markah)

QUESTION 4

Sketch out the relationship of all parties involved in a traditional procurement

method and explain how this procurement method affect the tender price.

(25 marks)

SOALAN 5

Terangkan setiap langkah yang terdapat dalam prosedur tender yang

bermula dari perlawaan membuat tawaran sehinggalah surat setujuterima

dikeluarkan kepada kontraktor.

(25 markah)

QUESTION 5

Explain each steps in the tendering procedure commencing from the invitation

to treat to the issuance of the letter of acceptance to the contractor.

(25 marks)

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SOALAN 6

Terdapat berbagai-bagai sumber data kos yang boleh dirujuk dalam

penyediaan anggaran kos seterusnya harga tender. Jelaskan bentuk sumber

maklumat yang diterbitkan atau boleh diperolehi dari Jabatan Kerja Raya

(JKR), Pertubuhan Juruukur Malaysia (ISM), firma perunding Juruukur

Bah an, kontraktor lain dan Jabatan Perangkaan Malaysia.

(25 markah)

QUESTION 6

There are many types and sources of cost data that can be referred to when

preparing cost estimate and tender price. Explain these sources of information

that are produced by or obtainable from Jabatan Kerja Raya (JKR),

Pertubuhan Juruukur Malaysia (ISM), Quantity Surveying consultant firms,

other contractors and Jabatan Perangkaan Malaysia.

(25 marks)

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LAMPIRAN A/APPENDIX A

Hotels

RMIm2

Resort Hotel indusive of F.F.&E.*■■■*3‘Star budge! hotels, ditto**"*5-star luxury hotels, ditto*

* Cost are at lower Tange cost

Alcost are at anaverage level unlessotherwise stated

12

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SBQ 3522


Fakulti Alam Bina

FINAL EXAMINATION SEMESTER II SESSION 2009/2010

COURSE CODE

COURSE

PROGRAM

TIME

DATE

LECTURER

PERCENTAGE

SBQ 3522

LEGAL STUDIES III

2 SBQ

2 ya HOURS (2.30 PM - 5.00 PM)

6 APRIL 2010

NOLIZA ISA

40 %

ARAHAN:INSTRUCTION:

1. Jawab empat (4) soalan sahaja. Semua soalan membawa markah yang

sama.

Answer four (4) questions only. All questions carry equal marks.

2. Kanun Tanah Negara 1965 di sediakan.

National Land Code 1965 is provided.


1

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SBQ 3522

Soalan 1

Timbangtara sering dikatakan sebagai satu mekanisma penyelesaian

pertikaian sivil yang berkesan yang dibuat secara judisial. Penimbangtara

memperolehi kuasa menyelesaikan pertikaian dari persetujuan kedua-dua

pihak yang bertikaian di bawah peijanjian timbangtara. Award

penimbangtara adalah muktamat dan mengikat.

Bincangkan kelebihan dan kekurangan timbangtara sebagai satu kaedah

penyelesaian pertikaian.

(25 markah)

Question 1Arbitration is often said to be an efficient method of resolving civil disputes

conducted in judicial manner. The arbitrator derives his power to resolve

dispute from the consent of the disputing parties under the arbitration

agreement. The arbitrator’s award is final and binding on the parties.

Discuss the advantages and disadvantages of arbitration as a method of

resolving disputes.

(25 marks)

Soalan 2

Seseorang pemegang Lesen Pendudukan Sementara di bawah Bab Dua,

Bahagian Empat, Kanun Tanah Negara 1965 tidak “memiliki” tanah yang ia

didudukinya sepertimana yang dimiliki oleh orang yang diberimilik tanah

kerajaan atau pajakan negeri. Walaubagaimanapun, seksyen 44 Kanun

Tanah Negara 1965 menjamin hak pemegang Lesen Pendudukan Sementara

berhubung dengan kegunaan dan kenikmatan eksklusif, hak sokongantanah dan hak ekses.

Dengan merujuk kepada peruntukan dalam Kanun Tanah Negara

berhubung dengan Lesen Pendudukan Sementara dan kes-kes mahkamah

yang berkaitan huraikan sifat-sifat Lesen Pendudukan Sementara dan hak-

hak seseorang pemegang lesen tersebut.

(25 markah)

2

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SBQ 3522

Question 2

A holder of a Temporary Occupation License (“TOL”) under Part Four, Chapter

Two of the National Land Code 1965 does not “own” the land as in the case of

a person who has been alienated with a State land or a State lease.

Nevertheless, section 44 of the said Code guarantees the rights of such a TOL

holder with respect to exclusive use and enjoyment of the right of support and

the right of access.

With reference to the provisions in the National Land Code 1965 and the

relevan case law, elaborate the nature of the Temporary Occupation License

and the rights of the holders.

(25 marks)

Soalan 3

Mengikut pengamatan Lord Diplock dalam kes ENG MEE YONG & ORS. v.

LECHUMANAN (1979) 2 MLJ 212 sistem kaveat di Malaysia merupakan

gantian setempat kepada doktrin notis ekuiti di bawah undang-undang

Inggeris. Beliau juga menyamakan kaveat seperti injunksi interlokutori yangmenyekat penanggung kaveat daripada membuat sebarang urusniaga

berhubung dengan tanahnya sehingga mahkamah memutuskan tuntutan

pengkaveat terhadap tanah berkenaan. Matlamat kaveat adalah untuk

memelihara atau mengekalkan status quo pihak-pihak yang berkenaan

sementara menunggu pertikaian mereka di putuskan oleh mahkamah.

Dengan merujuk kepada kenyataan di atas, peruntukan yang berkaitan

dalam Kanun Tanah Negara 1965 dan kes-kes yang relevan, huraikan

fungsi kaveat.

(25 markah)

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SBQ 3522

Question 3

Lord Diplock observed in ENG MEE YONG & ORS. v. LECHUMANAN (1979) 2

MLJ 212 that the caveat system in Malaysia has served as a local substitute

for the equitable doctrine of notice under English land law. His lordship also

said that the caveat under the Torrens System has often been likened to a

statutory injunction of an interlocutory nature restraining the caveatee from

dealing with the land pending the determination by the court of the caveator’s

claim to title to the land. The caveat is principally aimed at maintaining the

status quo of the parties pending the resolution of their disputes by the court.

With reference to the above statement, the relevant sections in the National

Land Code and the case law, explain the functions of caveat.

(25 marks)

Soalan 4

Huraikan kes-kes berikut:-

(i) TEH BEE v. K. MARUTHAMUTHU [1977] 2MLJ 7

(10 markah)

(ii) MOHAMMAD BUYONG v. PEMUNGGUT HASIL TANAH GOMBAK &

ORS[1982] 2 MLJ 53

(15 markah)

Question 4

Elaborate on these cases:-

(i) TEH BEE v. K. MARUTHAMUTHU [1977] 2MU 7

(10 marks)

(ii) MOHAMMAD BUYONG v. PEMUNGUT HASIL TANAH GOMBAK & ORS

[1982] 2 MLJ 53

(15 marks)

4

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SBQ 3522

Soalan 5

En. Ali adalah tuan punya berdaftar sekeping tanah di bawah kategori

bangunan. Beliau adalah seorang usahawan dan mahu memperluaskan

perniagaannya. En. Ali telah menggadaikan tanah tersebut kepada

Maybank, Skudai sebagai sekuriti pinjaman. Di sebabkan kemelesetan

ekomoni, En. Ali sukar untuk membuat pembayaran bulanannya. Maybank,

Skudai telah melaksanakan suatu pengurusan kes untuk menolong En. Ali

dalam membuat pembayaran bulanannya, namun En. Ali masih enggan,

gagal dan cuai untuk membuat pembayaran balik pinjamannya.

Nasihatkan Maybank, Skudai akan hak-hak mereka.

(25 markah)

Question 5

En. Ali is a registered proprietor of a piece of land held under building

category. He is a business man and intends to expand his business. He then

charged the land to Maybank, Skudai as a security for a loan. Due to the

economy recession, he found it difficult to service his monthly loan

instalments. Maybank, Skudai extended assistance to En. Ali in undergoing a

case management to enable him to pay the said monthly instalments, but En.

Ali still failed, refused and neglected to make the monthly repayment of his loan.

Advise Maybank, Skudai on their rights.

(25 markah)

Soalan 6

En. Ahmad adalah tuan punya tanah yang bersebelahan dengan jalan raya.

Pihak Berkuasa Negeri, melalui Jabatan Keija Raya telah mewartakan

melalui Seksyen 4 Akta Pengambilan Balik Tanah 1960 satu pengisytiharan

pengambilan balik tanah untuk projek pelebaran jalan raya tersebut. Enam

bulan selepas warta tersebut diterbitkan, suatu peristiharan melalui

Seksyen 8 Akta tersebut di keluarkan. En. Ahmad tidak puas hati bahawa

sebahagian daripada tanahnya terlibat dalam pengambilan balik tanah

tersebut.

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SBQ 3522

Nasihatkan En. Ahmad tentang haknya untuk membantah pengambilan

balik tanahnya.

(25 markah)

Question 6

En. Ahmad is a registered proprietor of land, adjacent to the main road. The

State Authority through its agency, Public Work Department has gazetted vide

Section 4 of the Land Acquisition Act 1960 a declaration for acquisition of land

for the purpose of the main road upgrading project. Six months after the

publication of the said gazette, a declaration was made vide Section 8 of the

Act. En. Ahmad was not happy that part of his land was identified to be

acquired under the acquisition.

Advise En. Ahmad on his right to object against the acquisition of his land.

(25 marks)

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SBC 3842


Fakulti Alam Bina

FINAL EXAMINATION

SEMESTER 2 SESSION 2009/2010

COURSE CODE SBC 3842

COURSE BUILDING MAINTENANCE

PROGRAM 3 SBC

TIME 2 HOURS (2.30 pm - 4.30 pm)

DATE 6 APPRIL 2010

LECTURER DR. YAHYA MOHAMAD YATIM

PERCENTAGE 40 %

ARAHAN:

INSTRUCTION:

Jawab 4 SOALAN Sahaja.

Answer 4 Questions Only.

Di mana perlu, nyatakan andaian yang anda buat dengan jelas untuk

disesuaikan dengan jawapan yang anda beri.

Where necessary, please make your own assumptions on any aspects to suit

your answers.

KERTAS SOALAN INI TERDIRI DARIPADA _4_ MUKA SURAT TERMASUK

MUKA SURAT HADAPAN.

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SBC 3842

• Penyelenggaraan terdiri daripada beberapa aktiviti seperti memastikan

setiap peralatan and peralatan kemudahan sentiasa berada dalam

keadaan yang baik dan boleh beroperasi sekiranya diperlukan.

• Penyelenggaran juga dikenali sebagai satu cabang dalam sistem

pengurusan asset iaitu memastikan setiap asset tersebut sentiasa

berada dalam keadaan boleh beroperasi pada tahap yang optimum.

Berdasarkan kepada kedua-dua kenyataan diatas, patut atau tidak sebuah

organisasi yang mempunyai jumlah asset yang banyak, contohnya bangunan,

mengajikan staf untuk melakukan kerja-keija penyelenggaraan. Terangkan

peranan yang perlu dilakukan oleh saorang pengurus penyelenggaraan yangdilantik oleh organisasi.

(25 Markah)

QUESTION 1

• Maintenance encompasses all those activities that maintain facilities &

equipment in good working order so that systems can perform as

intended.

• Maintenance can also be termed as asset management system which

keeps them in optimum operating condition.

Based on the above statements, should or should not an organization with a

number of assets e.g. buildings, employ in-house maintenance staff. Describe

the role of in-house maintenance manager.

(25 Marks)

SOALAN 2

Berdasarkan kepada Kerangka Pengurusan Penyelenggaran, terangkan skop

kerja bagi penyelenggaraan bangunan. Rancangkan kerja-keija

penyelenggaran bagi membaikpulih sebuah rumah dua tingkat yang

mengalami kerosakan bumbung, cat yang lusuh dan jubin lantai yang

tertanggal.

(25 Markah)

SOALAN 1

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SBC 3842

QUESTION 2

Based on the Maintenance Management Framework (MMF), explain the scopes

of work for the building maintenance. Write a maintenance plan to repair a

double storey house with roof defect, painting peeled and floor tiles broken.

(25 Marks)

SOALAN 3

Kebanyakan kecacatan bangunan adalah disebabkan oleh lembapan,

penggunaan bah an binaan yang salah, rekabentuk bangunan yang lemah

dan faktor alam sekitar. Akibatnya, selepas beberapa bulan bangunan

diduduki oleh pembeli, keretakan dan kebocoran air akan mula kelihatan.

(i) Terangkan jenis-jenis keretakan dan di mana ia biasanya

berlaku di dalam bangunan.

(10 Markah)

(ii) Nasihatkan pembeli bagaimana masalah keretakan dan

kebocoran air di dalam bangunan mereka boleh dibaikpulih.

(15 Markah)

QUESTION 3

Most building defects are caused by dampness, defective materials used, poor

building design and environmental factors. The obvious result was building

cracks and water leakage appeared after a few month of building being

occupied by the purchaser.

(i) Explain the types of cracks and where it will normally be found in

a building.

(10 Marks)

(ii) Advice purchaser how to rectify cracks and water leakage

problems in their building.

(15 Marks)

SOALAN 4

Bincangkan faktor-faktor yang perlu dipertimbangkan apabila membuat bajet

bagi kerja-kerja penyelenggaraan.

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SBC 3842

(25 Markah)

QUESTION 4

Describe the factors to be considered when preparing budget for maintenance

works.

(25 Marks)

SOALAN 5

Bincangkan keperluan bagi menyediakan laporan penyiasatan dilapidation

bagi menyiasat tahap kondisi sesebuah bangunan dan terangkan perkara-

perkara yang perlu dimasukkan dalam laporan tersebut.

(25 Markah)

QUESTIONS

Describe the necessity of having a dilapidation survey report in building

condition survey and explain the items that should be included in the report.

(25 Marks)

SELAMAT MAJU JAYA

All the Best

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SBQ 4912


Fakulti Alam Bina

FINAL EXAMINATION


COURSE CODE

COURSE

PROGRAM

TIME

DATE

LECTURER

PERCENTAGE

SBQ 4912

VALUE MANAGEMENT

2SBC/3SBQ

2 HOURS (9.00 AM- 11.00 AM)

9 APRIL 2010

P.M. WAN YUSOFF WAN MAHMOOD

: 40 %

ARAHAN:

INSTRUCTION:

Jawab'empat (4) soalan sahaja.

Soalan satu (1) adalah wajib.

Semua soalan membawa markah yang sama.

Answer four (4) questions only.

Question one (1) is compulsory

All questions carry equal marks.


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SBQ 4912

Anda telah dilantik sebagai Perunding Pengurusan Nilai untuk projek

cadangan pembinaan Rumah Kelab (Club House) bagi sebuah padang golf

eklusif yang terletak berhampiran Lapangan Terbang Antarabangsa Sultan

Ismail, Senai, Johor. Pihak klien telah meminta nasihat anda untuk

memilih beberapa jenis penutup bumbung yang sesuai digunakan untuk

rumah kelab berkenaan.

Berdasarkan beberapa kriteria yang anda cadangkan, buat analisa

pemilihan beberapa jenis penutup bumbung yang patut digunakan daripada

beberapa jenis yang ada dipasaran. Gunakan borang-borang diLampiran ‘A’

dan ‘B’ bagi membantu anda menilai cadangan yang terbaik.

(25 markah)

SOALAN 1

QUESTION 1

You are appointed as a Value Management Consultant for the proposed

construction of Club House for an exclusive golf course located adjencent to the

Sultan Ismail International Airport, Senai, Johor. The client seeks your advice

for the selection of a few type of suitable roof covering for the club house.

Based on your own criteria, analyse the selection of various type of roof

covering available in the market. Used forms in the Appendix A and B to

evaluate the best proposal.(25 marks)

2

2 4

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SBQ 4912

a) Fasa kreativiti merupakan peringkat yang penting didalam sesuatu

bengkel pengurusan nilai. Bincangkan pendekatan yang perlu

diambil oleh ahli kumpulan pengurusan nilai bagi memastikan ianya

dilaksanakan secara efektif.

(13 markah)

b) Huraikan dua (2) jenis teknik yang biasa digunakan untuk

meningkatkan pemikiran kreatif dikalangan ahli kumpulan

pengurusan nilai.

(12 markah)

SOALAN 2

QUESTION 2

a) Creativity phase is an important stage in value management workshop.

Discuss the approach to be taken by the value management team to

ensure it is effectively conducted.

(13 marks)

b) Explain two (2) types of techniques used for promoting creative thinking

to members of the value management team.

(12 marks)

3

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SBQ 4912

Borang kontrak FIDIC versi terkini telah memasukkan klausa berkaitan

Pengurusan/ Kejuruteraan Nilai yang menyediakan peruntukan bagi

‘Cadangan Pertukaran Pengurusan Nilai’ (VMCP).

a) Apakah yang dimaksudkan dengan ‘Cadangan Pertukaran

Pengurusan Nilai’ (VMCP) serta terangkan kaedah perlaksanaannya.

(10 Markah)

b) Bincangkan elemen-elemen yang mesti dimasukkan didalaxn sebuah

‘Cadangan Pertukaran Pengurusan Nilai’ (VMCP).

(15 Markah)

SOALAN 3

QUESTION 3

Latest FIDIC Form of Contract incorporates the Value Engineering/

Management clause that caters for Value Management Change Proposal

(VMCP) provisions.

a) What is meant by Value Management Change Proposal (VMCP) and

explain the method of their implementation.

(10 Marks)

b) Discuss the elements that must be included in the Value Management Change Proposal (VMCP).

(15 Marks)

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SBQ 4912

Universiti Teknologi Malaysia bercadang untuk membangunkan sebuah

kampus cawangan baru di Desaru, Kota Tinggi, Johor. Pekeliling Unit

Perancang Ekonomi, Jabatan Perdana Menteri Bilangan 3 Tahun 2009 telah

memutuskan supaya semua program dan projek kerajaan yang bernilai

RM50 juta dan ke atas perlu menggunakan pengurusan nilai. Oleh itu,

pihak pejabat pengarah kerja, Universiti Teknologi Malaysia mahukan

supaya cadangan konsep projek berkenaan dirujuk dan dinilai oleh

perunding pengurusan nilai. Sebagai perunding pengurusan nilai yang

dilantik untuk projek tersebut, anda dikehendaki menyediakan satu laporan

yang menerangkan tentang bagaimana anda akan melaksanakan kajian

berkenaan.

(25 markah)

SOALAN 4

QUESTION 4

Universiti Teknologi Malaysia intends to develop a new branch campus at

Desaru, Kota Tinggi, Johor. Circular of Economy Planning Unit, Prime Minister

Department Number 3 Year 2009 decided that all government programs or

projects value RM 50 millions and above have to apply Value Management.

Hence, Work Director Office, Universiti Teknologi Malaysia wants the concept

proposal for the project to be referred and evaluated by a value management

consultant. As an appointed consultant, you are required to prepare a report

explaining how you are going to implement the study.

(25 marks)

5

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SBQ 4912

a) Apakah yang dimaksudkan dengan Kos kitaran hayat (LCC) dan

terangkan mengapakah ia penting dalam kajian pengurusan nilai.

(10 markah)

b) Anda dikehendaki mencadangkan sistem penyaman udara kepada

klien anda. Terdapat dua pilihan yang ada untuk dinilai dan

maklumatnya adalah seperti berikut: (Kadar diskaun yang digunakan

adalah 10% - Rujuk lampiran C untuk jadual yang berkaitan).

SOALAN 5

Sistem A Sistem B

Kos Permulaan termasuk

Pemasangan.

RM50.000 RM75,000

Caj Tenaga Tahunan RM2.400 RM 1,500

Persenggaraan (Setiap 5 Tahun) RM2,500 RM 1,500

Jangka Hayat Sistem 20 Tahun 20 Tahun

Berdasarkan kesamaan tahunan (annual equivalent) pebelanjaan

yang terlibat sistem manakah yang akan anda cadangkan kapada

klien anda.

(15 markah)

QUESTION 5

a) What is meant by Life cycle costing (LCC) and explain why is it

important in Value Management study.

(10 marks)

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SBQ 4912

b) You are required to recommend an air-conditioning system to your

client Two choices are available for assessment and the information

available are as follows: ( a 10% discount rate is applied ) - Refer appendix C for related tables.)

System A System B

Initial cost including installation RM50,000 RM75,000

Annual Energy Charges RM2,400 RM1,500

Maintenance (every 5 years) RM2,500 RM 1,500

Life of system 20 years 20 years

Based on the annual equivalent of the expenses incurred, which system

would you recommend to your client?

(15 marks)

SOALAN 6

a) Terangkan bagaimana model kos disediakan dan bincangkan

kepentingan kos model dalam kajian pengurusan nilai.

(15 markah)

b) Apakah yang anda faham tentang Hukum ‘Pareto’ serta terangkan

bagaimanakah ia boleh membantu didalam kajian pengurusan nilai.

(10 markah)

QUESTION 6

a) Explain how to prepare a cost model and discuss the importance of cost

model in value management study.

(15 marks)

b) What is meant by Pareto Law and explain how they can help during

value management study.

(10 marks)

2 V

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Appendix A

JUDICIAL PHASE DETERMINING WEIGHTS FOR EVALUATION

STUDY TITLE

GOALS, DESIRED, CRITERIA, F FEATURES

UNCTIONS, RAWSCORE

ASSIGNEDWEIGHT

A.

B.

C.

D.

E. ,

■F.

..

G. /

H.

J.

TOTAL

B' C D E F G H J

HOW IMPORTANT A IB

3. MAJOR PREFERENCE-

c

2. MEDIUM PREFERENCE •0

1. MiRMOR PREFERENCE E

% EQUAL PREFERENCE

G

H

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I Appendix B

EVALUATION MATRIX

List the best ideas

to see

which has best

trade-off or

optimm ization

potential

-

.

IDEAS WTASSIGNED VALUE

TOTAL

PRESENT WAY 5 E E E E E E E E . E RANK4 VG VG VG VG VG VG VG VG VG3 G G G G' G G G G G2 F F F F F F F F F1 P P P P P P P P P

SUBTOTAL

IDEA1

•

5 E E E E E E E E E RANK4 VG VG VG VG VG VG VG VG VG3 G G G G G G G G G2 F F F F F F F F F1 P P P P P P P P P

SUB

TOTAL

IDEA 2 5 E E E • E E E E E E RANK4 VG VG r VG VG VG VG VG VG VG3 G G G G G G G G G

2 F F F F F F F F F1 P P P P P P P P P

SUB

TOTAL

IDEA 3 5 E E E E E E E . E E RANK4 VG VG VG VG VG VG VG VG VG

3 G G G G G G G G G2 F F F F F F F F F1 P P P P P P P P P •

SUBTOTAL

IDEA 4 5 E E E E E E E E E RANK

4 VG VG VG VG VG VG VG VG VG

3 G G G G G G G G G2 F F F F F F F F F

1 P P P P P P P P P

SUB

TOTAL ....

IDEAS 5 E E E E E E E E E RANK

4 VG VG VG VG VG VG VG VG VG

3 G G G G G G G G G

2 F F F F F F F F F

1 P P P P P P P P P

SUB

TOTAL

SEEK THE BEST - NOT PERFECTION

9 3 1

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*OLE B Pi e i o n i Value of $1 Duo ot the End of n Potions

PVlf, „ = -------- !—-(I < M

Period

n 1 % 2 v. 3% 4 V. 5% 6 V. 7% 8 % 9 V. 1 0 % 1 1 V. 12 V.

I 99C 900J 9709 9615 9524 9434 9346 9259 9174 9091 9009 0929

2 90:3 9612 9426 92-iC 9070 0900 8734 0573 8-117 026-1 81 16 7972

3 9*:6. 9423 9! 51 8H90 6638 0396 0163 7930 7722 7513 "731 2 7 I 10

4 9C-!0 9238 B8D5 8 S« 8 0227 7921 7629 7350 7084 6030 6507 6355

5 95>5 9057 8626 0219 7035 7473 7130 6806 6499 6209 5935 5674

6 9-«?0 nnoo 0375 7003 7462 7050 6063 6302 :.nr>3 5(i-l5 5316 SHOO7 93:' 8700 ni3t 7099 7107 6G51 6227 51)35 54 70 -- 502 ■1017 4523

8 9 rjs P535 ?R'J4 7307 6 ’ 6 8 6274 5B20 5103 5019 •1065 4 339 ■1039

9 91 3 U360 7664 7026 G-1-1G 5910 5409 5002 •1604 .1 2 -1 1 3903 30U6

1 0 9K3 8203 74.11 6756 6139 55U4 5003 4632 4224 \1 U0 S- 3522 3220

1 1 eye: 8043 7224 6-196 SH4 7 52C0 4751 4209 3875 35C5 317."1 28/5

' 2 0 D'-. 7005 7014 6246 0560 4070 4440 3971 3555 3186 205B 2507

13 8767 7730 GfltU 610G 5303 460(1 4150 3677 3262 2897 2575 22921 0 8700 7579 6 6 1 1 5775 5051 4123 3878 3405 2992 2633 2320 2016

v’ 58 6 : 3 7430 6419 5553 4810 4173 3624 3152 2745 . 2394 2090 1027

ye r - 0520 7284 0232 £339 4501 393C 3387 2UI9 2519 2176 1883 IG31

17 ^ e-ua 71.126030

5i344363

37m3IG6 2703 2311 I97B 1696 141.6

IB 1 03g: 7002 5874 •1936 4155 3503 2959 2502 2120 1 799 1520 1309

l‘J 0?” 6961 5703 4 ,v.6 3957 3305 2765 231/ 19-15 1635 1377 1 16i

20 8‘35 6/30 5537 4564 3769 3110 2504 2145 I7B4 I486 1240 1037

?' 0 1 4 6598 5375 •131)0 3589 2942 2-115 191*7 16.17 I3M 1117 OU26

:? 0034 6468 5219 4 220 3410 2775 2257 1839 1502 l?28 1007 0026

2J ?9b-: 6342 5007 4057 3256 2610 2109 1/03 1378 IH7 090/ 0/30

7B'6 6217 4919 3901 3101 24 70 1971. 1577 1 ?r,.i 1015 0017 0059

25 7798 6095 4776 3751 2953 23J0 1842 1400 1 160 0923 0730 0580

26 7 720 5976 4637 3607 2012 21‘JO 1722 13!,2 106-1 0(139 01-63 0525

27 70*14 5859 4502 3468 2670 2074 ICO!) 1252 0376 0763 059/ 0469

20 7568 5744 •1371 3335 2551 1950 1504 ) 159 01195 0093 0530 04 19

.29 7.153 5631 4243 3207 2429 18-16 1406 1073 0022 0630 0405 0374

30 7 . 1 1 9 5521 4 130 OOB3 231-1 1 741 in 1 4 0!I!I4 07.VI nr ,n (1-1.3/ 111 14

.If): * V •- •

7 059 5000 3554 2534 10 in 1301 093 7 00 7 6 0-190 o;if.f. 0259 OlOU

40 6? ' ? •1529 3066 2083 1420 0972 0668 0160 0310 .0221 0 1 5-1 0107

45 CTT 4 10?2044 1712 . 1 1 13 0727 04 7G o:n n 020/ 0 1 .1 / OHO 1 (Kir. 1

50 c:c: 3715 27 81 1407 0872 05-13 0339 0213 0134 0005 005-1 0035

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3% 14% 15"/. 16% 17% IBV. 19% 20% 2SV. 30%

------- t R-

35% 4,0%

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B(_£ d Prevtnl Valu* ol on Annuity of 51 por P»flod lor n P»ilcxJ»

i

eriod

n 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% 16% 17% 18% 19% 20% 25% 30% 35% 40%

1 0 9901 0 9804 0 9700 09GI5 0 9524 0 9434 0 9346 0 9259 09174 0 9091 0 9009 0 0029 0 0050 00772 0 0G96 011021 0 0547 0 0475 0 0403 0 8333 0 nooo 0 7602 0 7407 0 7143

2 1 9704 1 9416 1 9135 11)001 1 0594 ) B334 1 B0B0 1 7633 1 7591 1 7355 1 7)25 1 G90I 1 6681 1 6467 1 6257 1 6052 1 5B52 1 5G5G 1 5405 1 5278 1 4400 1 3609 1 2894 1 2245

3 2 94 10 2 8839 2 8286 2 7?5l 2 7232 2 6730 2 6243 2 5771 2 5313 2 4869 2 4437 2 4010 2 3612 2 3216 2 2632 2 2459 2 2006 2 1743 2 1399 2 1065 1 9520 10161 1 6959 1 5089

4 '3 9020 3 0077 3 7171 3 6299 3 5460 3 465) . P 3072 3 3121 3 2397 3 IG99 3 >024 3 0373 2 0745 2 9137 2 0550 2 7902 2 7432 ? 6901 2 0300 2 5007 2 3GIG 2 I6G2 1 9909 1 8492

5 4 8534 4 7135 4 5797 4 4518 •1 3295 •1 2124 4 1002 3 9927 3 0097 3 7908 3 G959 3 6048 3 5172 3 4331 3 3522 3 2743 3 >993 3 1272 3 0576 2 9906 2 6B93 2 4356 2 2200 2 0352

6 5 7955 56014 5 4172 5 24?) 5 0757 4.9173 4 7065 4 0229 4 4059 4 3553 4 2305 4 1114 3 9975 3 8007 3 7045 3 684 7 3 5002 3 4076 3 4090 3 3255 2 9514 2 6427 2 3052 2 IGOO

7 6 7202 6 4 720 6 2303 G 3021 5 7064 5 5024 5 31 )93 5 2064 5 0330 4 0G04 4 7122 4 5636 4 4226 4 2083 4 1604 4 038G 3 9224 3 Bl 15 3 7057 3 604G 3 1611 2 0021 2 5075 2 2628

8 7 6517 7 3255 70197 fi 7327 G 4632 6 2098 5 9713 5 74G6 5 5348 5 3349 5 1461 4 9076 4 7908 4 6309 4 4873 4 3436 4 2072 4 0770 3 95-14 3 83/2 3 3289 2 9247 2 5982 2 3306

9 6 5660 0 1622 7 7861 7 4353 7 1070 6 R017 G 5152 6 2469 5 9952 5 7590 5 5370 5 3282 5 1317 4 9464 4 7716 4 6065 4 4506 4 3030 4 1633 . 4 0310 3 >1631 3 0190 2 6653 2 3790

10 94713 8 9826 0.5302 8 1! 09 7 721 7 7 3601 7 0236 G 7101 64177 6 1446 5B092 5 G502 5 4262 5 2161 S01R8 4 0332 4 G50G 4 494 1 4 33U0 4 1025 3 5705 3 0915 2 7150 2 4138

11 10 368 9 78GB 9 2526 8 7G05 8 3004 7 BB69 7 -1987 7 1300 G nos? 0 4951 6 2005 5 9377 5 G0G9 5 4527 5 2337 5 0206 4 B304 4 0500 4 4005 .1 3271 3 0504 3 1473 2 7510 2 4.1113

12 11 255 10 575 9 9540 9 3051 0 0G.13 t i niun 7 9427 7 53G1 7 1007 G 6137 G 4024 G 1944 5 0170 5 0003 5 420G 5 1971 4 911114 4 703? 4 0105 4 4:i!)2 3 7251 3 1903 2 779? 2 4!,59

13^ ^

««5^

12 134 11 340 10G35 9 9nso 9 3030 8 8527 0 3577 7 90311 7 4000 7 1034 fi 7499 6 4235 0 1218 5 0424 5 :>o: j 1 5 3423 5 1 1113 4 9095 4 /147 4 5327 3 7001 3 2233 2 7994 2 4GII5

13 004 12 I0G II 29G 10 503 9 Wlllfi 9 ?u:.o 0 7455 n ?4.|;| 7 7Bli2 7 3007 G 9010 0 0202 G 3025 G 0021 5 7245 5 4675 5 2293 5 001)1 4 11023 ■I 0100 3 024 I 3 2487 2 8I4.| 2 47/5

IS''1-' I3 0GS 12 849 11 030 ii tie 10 3110 9 71^2 9 1079 8 5595 0 0007 7 0061 7 1900 6B109 6 4624 6 142? 5 04 74 5 5755 5 3242 5 OHIO 4 0750 4 0755 3 0593 3 2G02 2 0255 2 4039

16 . 14 718 13 570 12 561 11 652 io bub 10 >06 9 446G 0 8514 0 3126 7 8237 * 7 3792 6 9740 6G039 6 2G5I 5 9542 5 6GB5 5 4053 5 1024 4 9377 4 /2‘IC» 311074 3 2032 2 8337 2 4885

I? 15 562 14 292 13 166 12 166 11 274 10 477 9 7632 9 .104.17 44 12 0 0007 C 5335 G 1520 5 UO'IO 5 5010 5 ??:‘n 4 '100/ 3 9*J?3 3 3312 2 0505 2 40*10

29 25 066 21 844 19 mo 1G‘JB4 IS Ml 13 591 12 278 11 150 10 190 9 3696 B 6501 0 02)0 7 4 7QI 6 9830 6 5509 0 16565 8204 5 5000 5 2292 4 9747 3 99311 3 3317 2 B5G7 2 4999

30 25 808 22 396 19 600 17 292 15 372 13 705 12 409 II ?5B 10 274' 0 4269 R 093B 8 055? 7 40577 0027 0 5600 0 1 77? 5 0294 5 5100 5 2.14 7 4 97nn 3 0050 .13321 ? nr,Oil ? 4909

35 29 409 24 999 21 407 18 065 10 374 14 490 1? 94| l 11 055 10 5G7 9 0442 B 0552 8 1755 7 505G 7 0700 0 GIGC 0 2153 5 8502 5 5306 52512 4 99153 9904 3 3330 2 8571 2 5000

40 32 835 27 355 23 115 19 793 17 159 15 046 13 332 1) 925 10 757 9 7791 0 951) 0 24307 0344 7 1050 G 04 10 6 2335 5 07)3 5 5402 5 2502 4 99G0 3 9995 3 3332 2B57I 2 5000

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Appendix C

TABLE A.4 ANNUAL EQUIVALENT OF AN INITIAL PAYMENTo f £ i ( I N £ l * S )

No. Rate of interest

of -------------------------------------------------------- ------!------ ------------yean 4% 5% 6% 7%8% 9% • ZO%

I-06000 1*07000 1*08000 1*09000 1*10000

0*54544 0*55309 0*56079 0*56847 0*576200*37411 0*38105 0*38805 0*39507 0*402x2

X 1*04000 2*05000

2 0*53020 0-53781

3 0*36035 0*36721

4 0*27549 0*282015 0*22463 0*23098xo 0*12329 0'12951

25 0*08994 0*0963420 0-07358 0*08024

25 0*06401 0*07095

30 0*05783 0*06505

35 0*05358 0*0620740 0*05052 0*05828

45. 0*04826 0*05626

50 0*04655 0*0547855 0*04523 0*0536760 0*04420 0-05283

70 0*04275 0*05x70So 0*04x81 0*05x0390 0*04221 0*05063

100 l 0 0

O £ 0 0

0*10955 0*12746

0*09022 0*100130*09009 0*100040*09004 0*100020*09002' 0*20002

12

3 4

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SBC2242


Fakulti Alam Bina

FINAL EXAMINATION


COURSE CODE

COURSE

PROGRAM

TIME

DATE

LECTURER

PERCENTAGE

SBC 2242

CONSTRUCTION TECHNOLOGY II

1 SBC

2 y2 HOURS (9.00 AM - 11.30 AM)

12 APRIL 2010

EN. SYAMSUL HENDRA B. MAHMUD

40 %

ARAHAN:

INSTRUCTION:

Jawab empat (4) soalan sahaja. Semua soalan membawa markah yang sama.


1. Di mana perlu, nyatakan andaian anda berkenaan dengan saiz elemen

dan kaedah kerja yang dijalankan.

Where necessary, please make your own assumptions on the size of the

items and relevant construction work/activities.

2. Semua lukisan perlu disertakan dengan huraian dan label lengkap.

All drawings must be completed with annotation and side notes.


1

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SBC2242

Sebuah bangunan komersil setinggi 35 tingkat berkerangka keluli akan

dibina di pusat bandaraya Kuala Lumpur yang bakal menempatkan menara

pejabat dan pusat membeli-belah.

a) Terangkan berserta lakaran yang bersesuaian mengenai sambungan-

sambungan bagi struktur-struktur berikut menggunakan kaedah

kimpalan dan kaedah bolt:

i) Tiang ke tapak tiang

ii) Tiang ke tiang

iii) Rasuk ke tiang

(15 markah)

b) Terangkan berserta lakaran yang bersesuaian mengenai kaedah

perlindungan api untuk struktur kerangka keluli tersebut.

(10 markah)

QUESTION 1

A 35 storey steel structure commercial building will be built in Kuala Lumpur

city centre which consists of an office tower and shopping complex.

a) Explain with appropriate sketches the connections for these structures using

welding and bolting techniques:

i) Column to column base ii) Column to column

iii) Beam to column

(15 marks)

b) Explain with appropriate sketches the fire protection techniques for the steel

structures.

SOALAN 1

(10 marks)

2

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SBC2242

a) Huraikan berserta lakaran tentang konsep serta pembinaan bumbung

kerangka portal jenis keluli.

(15 markah)

b) Huraikan kebaikan dan keburukan penggunaan struktur bumbung

cengkerang dan bumbung berlipat.

(10 markah)

QUESTION 2

a) Explain with sketches the concept and construction of steel portal frame

roof

(15 marks)

b) Explain the advantages and disadvantages of shell roof and folded slab roof

structure.

(10 marks)

SOALAN 2

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SBC2242

a) Syarikat Crospax telah ditawarkan kontrak untuk kerja perobohan sebuah

bangunan rumah kedai 2 tingkat sedia ada di kawasan Taman Mutiara

Rini, Johor Bahru bagi membina bangunan pejabat 5 tingkat di atas

tanah tersebut. Lokasinya adalah berhampiran kawasan perumahan sedia

ada. Berikan penerangan ringkas kepada pihak klien mengenai:

i) Kriteria-kriteria yang perlu diambil kira sebelum sesuatu teknik

perobohan tersebut dipilih.

(15 markah)

ii) Langkah-langkah keselamatan yang bersesuaian dengan kerja

perobohan tersebut.

(10 markah)

QUESTION 3

a) Contractor Crospax has been offered a contract for demolition works of a

double storey shop house in Taman Mutiara Rini, Johor Bahru in order to build a new 5 storey office building in the proposed area. The location of the

site is nearby the existing residential area. Explain briefly to the client

about:

i) The criterias need to be considered before choosing any types of

demolition techniques.

(IS marks)

ii) The suitable safety precautions for the demolition project.

SOALAN 3

(10 marks)

4

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a) Huraikan faktor-faktor yang mempengaruhi pemilihan lantai atas.

(10 markah)

b) Huraikan berserta lakaran mengenai pembinaan papak rata dan lantai

waffle.

(15 markah)

QUESTION 4

a) Describe what are the factors influencing the selection of upper floors.

(10 marks)

b) Explain with sketches the construction of flat slab and Waffle floor.

(15 marks)

SBC2242

SOALAN 4

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SBC2242

a) Cadang dan lakarkan komponen perabot dalaman yang sesuai untuk

ruang tamu rumah kediaman untuk memuatkan buku, majalah, alat

sistem hiburan rumah dan barang hiasan.

(15 markah)

b] Terangkan fungsi perabot dalaman bagi sebuah kediaman mewah dua

tingkat.

(10 markah)

QUESTION 5

a) Suggest and sketch the suitable components for built in fitment suitable for

living area in residential houses for books, magazines, home theatre system

and decorations.

(1 Smarks)

a) Explain the function of built in fitment for a luxury two storey house

(10 marks)

SOALAN 5

6

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SBC2242

a) Cadangkan dua jenis kemasan lantai, satu jenis kemasan siling dan dua

jenis kemasan dinding yang sesuai bagi sebuah apartment mewah setinggi

10 tingkat. Berikan justifikasi terhadap pemilihan kemasan - kemasan

tersebut.

(25 markah)

QUESTION 6

a) Suggest two types of floor finishes, one type of ceiling finishes and two

types of wall finishes suitable for a 10 storey luxury apartment. Justify your

choices on the finishes.

(25 marks)

SOALAN 6

SELAMAT MENJAWAB DAN SELAMAT MAJU JAYA

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SBQ 1223


Fakulti Alam Bina


COURSE CODE SBQ 1223

COURSE CONSTRUCTION TECHNOLOGY I

PROGRAM 1 SBQ

TIME 2 HOURS (9.00 AM - 11.00 AM)

DATE 12 APRIL 2010

LECTURER EN. SYAMSUL HENDRA B. MAHMUD

PERCENTAGE 40 %

ARAHAN:

INSTRUCTION:










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SBQ 1223

a) Lakarkan lima (5) jenis susun atur binaan tangga yang biasa digunakan.

(10 markah)

b) Berbantukan lakaran berlabel, lakarkan proses pembinaan terperinci

sebuah tangga lurus konkrit tuang in-situ.

(15 markah)

QUESTION 1

a) Sketch five (5) types of staircase layout which are commonly used.

(10 marks)

b) Aided with annotated sketches, sketch the details components of an in-situ

straight concrete staircase.

(15 marks)

SOALAN 2

a) Berbantukan lakaran berlabel, terangkan mengenai perbezaan di antara

tingkap ram tetap dan tingkap ram boleh laras.

(15 markah)

b) Pintu panel biasa digunakan di rumah-rumah kediaman. Huraikan

berserta lakaran yang bersesuaian tentang komponen-komponen pintu

panel tersebut.

SOALAN 1

(10 markah) .

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SBQ 1223

a) Aided with annotated sketches, explain the difference between fixed

louvered window and adjustable louvered window.

(15 marks)

bj Paneled door are commonly used in residential buildings. Explain using

appropriate sketches the components of the paneled door.

(10 marks)

SOALAN 3

a) Bincangkan dengan ringkas kelebihan dan kelemahan tiga (3) jenis

kemasan lantai dan dua (2) jenis kemasan dinding yang biasa digunakan

bagi bangunan sekolah.

(15 markah)

b) Bincangkan dengan ringkas faktor pemilihan bagi kemasan lantai yang

biasa digunakan bagi rumah kediaman.

(10 markah)

QUESTION 3

a) Briefly discuss the advantages and disadvantages of three (3) types of floor

finishes and two (2) types of wall finishes commonly used for school

buildings.

(15 marks)

b) Briefly discuss the functional requirements for floor finishes which is

commonly used for residential housing.

/■"N

b(J

QUESTION 2

(10 marks)

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SBQ 1223

a) Huraikan berserta lakaran mana - mana lima (5) komponen bumbung

cerun yang berikut:

i. “Battem”

ii. “Valley Board”

iii. “Verge”

iv. “Wall Plate”

v. “Rain Water Down Pipe”

vi. “Common Rafter”

vii. “Gutter"

(15 markah)

b) Berbantukan lakaran berlabel, terangkan mengenai komponen-komponen

terperinci bagi ‘lean to roof dan ‘monopitch roof.

(10 markah)

QUESTION 4

a) Explain with sketches any five (5) of the following components of staircase:

i. “Battem”

ii. “Valley Board”

iii. “Verge”



vi. “Common Rafter”

vii. “Gutter”

(15 marks)

b) Aided with annotated sketches, explain the detail components for lean to roof

and monopitch roof

SOALAN 4

(10 marks)

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SBQ 1223

a) Huraikan perbezaan di antara dinding galas beban dan dinding tidak

galas beban.

(10 markah)

b) Berbantukan lakaran bernota, huraikan proses pembinaan dinding bata

dengan menggunakan ikatan Flemish.

(15 markah)

QUESTION 5

a) Describe the differences between load bearing wall and non-load bearing

wall.

(10 marks)

b) Aided with annotated sketches, explain the construction process for

brickworks using Flemish bonding.

(15 marks)

SOALAN 6

a) Bincangkan dengan ringkas keperluan fungsi bagi siling yang biasa

digunakan bagi rumah teres dua tingkat.

(10 markah)

b) Berbantukan lakaran bernota, terangkan mengenai komponen siling

gantung.

SOALAN 5

(15 markah)

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SBQ 1223

a) Briefly discuss the functional requirements for ceiling which is commonly

used for two storey terrace housing.

(10 marks)

b) Aided with annotated sketches, explain the component for suspended

ceiling.

(15 marks)

QUESTION 6


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SBC1222


Fakulti Alam Bina



COURSE CONSTRUCTION TECHNOLOGY I

PROGRAM 1 SBC

TIME 2 HOURS (9.00 AM - 11.00 AM)

DATE 12 APRIL 2010

LECTURER EN. SYAMSUL HENDRA B. MAHMUD

PERCENTAGE 40 %

ARAHAN:

INSTRUCTION:










1

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SB Cl 222

a) Lakarkan lima (5) jenis susun atur binaan tangga yang biasa digunakan.

(10 markah)

b) Dengan bantuan lakaran berlabel, lakarkan proses pembinaan terperinci

sebuah tangga lurus konkrit tuang in-situ.

(15 markah)

QUESTION 1

a) Sketch five (5) types of staircase layout which are commonly used.

(10 marks)

b) Aided with annotated sketches, sketch and label the construction process of

an in-situ straight concrete staircase.

(15 marks)

SOALAN 2

a) Bincangkan dengan ringkas keperluan fungsi bagi tingkap yang biasa

digunakan bagi rumah kediaman.

(5 markah)

b) Dengan bantuan lakaran berlabel, terangkan mengenai perbezaan di

antara pintu panel dan pintu rata.(20 markah)

SOALAN 1

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SBC1222

a) Briefly discuss the functional requirements for windows which are commonly

used for residential housing.

(5 marks)

b) Aided with annotated sketches, explain the difference between panelled door

and flat flush door.

(20 marks)

SOALAN 3

a) Dengan bantuan lakaran berlabel, terangkan mengenai proses

pemasangan kemasan dinding jenis jubin seramik bersaiz 200mm x

200mm bagi bilik air sebuah rumah teres dua tingkat.

(15 markah)

b) Bincangkan dengan ringkas faktor pemilihan bagi kemasan lantai yang

biasa digunakan bagi rumah kediaman satu tingkat.

(10 markah)

QUESTION 3

a) Aided with annotated sketches, explain the installation process for 200mm x

200mm ceramic tiles finishes for a double storey terrace houses bathroom.

(15 marks)

b) Briefly discuss the selection factors for floor finishes which is commonly

used in single storey residential housing.

QUESTION 2

(10 marks)

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SBC1222

a) Huraikan berserta lakaran mana - mana lima (5) komponen-komponen

bumbung cerun yang berikut:

i. “Hip Rafter”

ii. “Jack Rafter”

Hi. “Valley Rafter”



vi. “Ridge Board”

vii. “Verge”

(25 markah)

QUESTION 4

a) Explain with sketches any five (5) of the following components of staircase:

i. “Hip Rafter”

ii. “Jack Rafter”

iii. “Valley Rafter”



vi. “Ridge Board”

vii. “Verge”

(25 marks)

SOALAN 4

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SBC1222

a) Dengan bantuan lakaran bernota, terangkan mengenai sistem kerangka

yang bersesuaian bagi sebuah rumah banglo dua tingkat.

(15 markah)

b) Dengan bantuan lakaran bernota, huraikan proses pembinaan dinding

bata dengan menggunakan ikatan Flemish.

(10 markah)

QUESTION 5

a) Aided with annotated sketches, explain the frame system suitable for a

double storey bungalow.

(15 marks)

b) Aided with annotated sketches, explain the construction process for

brickworks using Flemish bonding.

(10 marks)

SOALAN 5

6b

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a) Dengan bantuan lakaran bernota, terangkan mengenai komponen siling

gantung.

(25 markah)

QUESTION 6

a) Aided with annotated sketches, explain the component of suspended

ceiling.

(25 marks)

SBC1222

SOALAN 6


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SBC 1233

UTMUNJVERSITl TEKNOLOGI MALAYSIA

Fakulti Alam Bina

FINAL EXAMINATION

SEMESTER 2 SESSION 2009/2010

COURSE CODE

COURSE

PROGRAM

TIME

DATE

LECTURER

PERCENTAGE

SBC 1233

BUILDING SERVICES SYSTEM

1 SBC

2 HOURS (9.00 pg - 11.00 pg)

13 APRIL 2010

DR. YAHYA MOHAMAD YATIM

40 %

ARAHAN:

INSTRUCTION:

Jawab 4 SOALAN Sahaja.

Answer 4 Questions Only.

Di mana perlu, nyatakan andaian yang anda buat dengan jelas untuk

disesuaikan dengan jawapan yang anda beri.

Where necessary, please make your own assumptions on any aspects to suit your answers.

KERTAS SOALAN INI TERDIRI DARIPADA _4_ MUKA SURAT TERMASUK MUKA

SURAT HADAPAN.

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SBC 1233

Terangkan fungsi komponen-komponen berikut yang berkaitan dengan sistem

kumbahan di dalam bangunan.

(i) Paip air kumbahan dan paip air buangan

(ii) Perangkap Air

(iii) Paip pengudaraan

(iv) Peralatan Kumbahan

(v) Peralatan Air buangan

(25 Markah)

QUESTION 1

Explain the function of sewerage components in building as follows:

(i) Soil and waste stack pipe

(ii) Water trap

(iii) Vent pipe

(iv) Soil Appliances

(v) Waste Appliances

(25 Marks)

SOALAN 2

(i) Terangkan perbezaan diantara sistem pengudaraan semulajadi dengan

pengudaraan makanikal.

(10 Markah)

(ii) Terangkan bagaimana pengudaran semulajadi bagi bangunan satu

tingkat boleh diperolehi dangan berkesan.

(15 Markah)

QUESTION 2

(i) Explain the distinctions of mechanical and natural ventilation system.

(10 Marks)

(ii) Explain how natural ventilation can effectively be achieved in a single

storey house.

(15 Marks)

SOALAN 3:

(i) Lakar dan terangkan bagaimana kitaran refrigeren di dalam penyaman

udara jenis tingkap.

(10 Markah)

(ii) Dengan berbantu lakaran, terangkan bagaimana sistem penyaman udara

unit terpisah dipasang pada bangunan

(15 Markah)

SOALAN 1

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SBC 1233

QUESTION 3

(i) Sketch and explain the refrigerant cycle in window type air-conditioning

system.

(10 Marks)

(ii) With the aid of sketches, explain how split air-conditioning system be

installed in buildings.

(15 Marks)

SOALAN 4

Lakar (tidak mengikut sekala) rajah pendawaian bagi rumah kediaman bermula

dari fius pemotong bekalan sehingga ke litar akhir serta namakan dan

terangkan fungsi bagi setiap komponen tersebut.

(25 Markah)

QUESTION 4

Sketch (not to scale), name and explain the function of the main component of the

domestic electrical diagram from cutout fuse to the final circuit.

(25Marks)

SOALAN 5

(i) Terangkan keperluan pemasangan lift bagi bangunan tinggi seperti yang

dikehendaki oleh Undang-Undang Bangunan Seragam 1984

(10 Markah)

(ii) Namakan dan terangkan fungsi utama komponen lif electrik.

(15 Markah)

QUESTION 5

(i) Explain the requirement of lift in high-rise buildings as ruled out in Uniform

Building By-Laws 1984.

(10 Marks)

(ii) Name and explain the main component of electric lifts.

(15 Marks)

SOALAN 6

(i) Apakah definisi eskalator.

(5 Markah)

(ii) Terangkan kelebihan dan kekurangan sudut kecondongan eskalator.

(10 Markah)

(iii) Terangkan tiga jenis susunatur eskalator yang biasa dipasang pada

kompleks membeli belah.

(10 Markah).

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QUESTION 6

(i) What is the definition of escalator?

(5 Marks)

(ii) Explain the advantages and disadvantages of the escalator slope.

(10 Marks)

(Hi) Explain three types of escalator layout commonly installed in a shopping

complex.

(10 Marks)

SBC 1233

SELAMAT MAJU JAYA All the Best

4

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SBQ 2233


Fakulti Alam Bina


COURSE CODE

COURSE

PROGRAM

TIME

DATE

LECTURER

PERCENTAGE

SBQ 2233

BUILDING SERVICES II

1 SBQ

2 HOURS (2.30 PM - 4.30 PM)

13 APRIL 2010

ISMAIL BIN HARON

40 %

ARAHAN:INSTRUCTION:

Jawab empat (4) soalan sahaja. Semua soalan membawa markah yangsama.



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SBQ 2233

a) Terangkan dengan ringkas klasifikasi risiko yang digunapakai

pada sistem semburan.

( 7 markah )

b) Dengan berbantukan lakaran, terangkan komponen-komponen

asas serta teknik pemasangan sebuah sistem semburan.

( 18 markah)

SOALAN 1

QUESTION 1

a) Briefly describe the risk classification used in a sprinkler system.

( 7 marks )

b) With the aid of sketches, describe the basic components and

installation techniques of a sprinkler system.

(18 marks )

SOALAN 2

a) Terangkan perbezaan antara sistem penyaman udara kemas-siap

penyejukkan udara dengan sistem kemas siap penyejukkan air.

( 5 markah )

b) Dengan berbantukan lakaran, terangkan prinsip operasi sistem

penyaman udara menggunakan sistem logi pusat air sejuk.

( 20 markah )

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SBQ 2233

a) Describe the difference between an air cooled packaged and water

cooled packaged air conditioning system.

(5 marks )

b) With athe aid of sketches, describe the operation principles of a

central water chiller air conditioning system.

( 20 marks )

QUESTION 2

SOALAN 3

a) Terangkan apa yang dimaksudkan dengan Population Equivalents

(PE) dalam perawatan kumbahan.

( 5 markah )

b) Dengan berbantukan lakaran, terangkan prinsip operasi sistem

Turas Pencucur Kadar Tinggi.

( 20 markah )

QUESTION 3

a) Explain what is meant by Population Equivalents (PE) in the sewage

treatment.

( 5 marks )

b) With the aid of sketches, describe the operation principles of the

High Rate Trickling Filter (HRTF) system.

(20 marks )

3

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SBQ 2233

a) Terangkan ciri-ciri yang menentukan kecekapan sesebuah sistem

lif.

( 10 markah )

b) Terangkan komponen-komponen asas sebuah sistem lif elektrik.

( 15 markah )

QUESTION 4

a) Describe the characteristics that determines the efficiency of a lift

system.

(10 marks )

b) Describe the basic components of an electric lift.

(15 marks )

SOALAN 5

a. Terangkan kelebihan penggunaan tangga gerak berbanding lif di

dalam bangunan.

( 5 markah )

b. Terangkan dengan ringkas fungsi komponen tangga gerak berikut:

i) Kerangka penyokong utama

ii) Motor tarikan

iii) Anak tangga dan rantai anak tangga

iv) Susur tangga

SOALAN 4

( 20 markah )

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SBQ 2233

a) Describe the advantages of the use of escalators compared to lift in

building.

( 5 marks )

b) Briefly describe the function of the following components of an

escalator:

i) Main support truss

ii) Traction motor

iii) Steps and step chain

iv) Balustrade

(20 marks )

QUESTION 5

SOALAN 6

Terangkan dengan ringkas perkara-perkara berikut:

a) Sistem automasi bangunan

b) Sistem penyaman udara jenis unit pisah

c) Sistem melawan kebakaran jenis pemasangan tetap CO2

d) Sistem perlupusan kumbahan jenis parit pengoksidaan

e) Perbezaan antara eskalator, travelator dan walkalator

( 25 markah )

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SBQ 2233

Briefly describe the followings:

a) Building automation system

b) Split unit air conditioning system

c) Fixed C02 fire supression system

d) Oxidation ditch sewage disposal system

e) Difference between escalator, travelator and walkalator

( 25 marks )

QUESTION 6

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SBQ 4314


Fakulti Alam Bina

UNIVERSITI TEKNOLOGI MALAYSIA FAKULTI ALAM BINA

PEPERIKSAAN AKHIR SEMESTER II

SESI 2009/2010

KOD MATA PELAJARAN

MATA PELAJARAN

KURSUS

MASA

TARIKH

PENSYARAH

MARKAH

SBQ 4314

UKUR BINAAN IV

3 SBQ

3 JAM (9.00 AM-12.00 PM)

14 APRIL 2010

DR. MOHD SAIDIN BIN MISNAN

40%

ARAHAN KEPADA CALON :

1. Sila j awab SEMUA soalan.

2. Sila baca dan fahami soalan serta lukisan dengan teliti sebelum

menjawab.

3. Pelajar diminta membuat andaian/ as sumption yang munasabah jika

terdapat percangahan maklumat atau maklumat yang disediakan

tidak mencukupi. Andaian-andaian hendaklah dinyatakan di dalam

Senarai Kemusykilan dan dihantar bersama-sama kertas jawapan.

4. Markah akan diberikan berdasarkan kepada pemahaman terhadap

prinsip pengukuran, ketepatan ukuran, kejelasan huraian dan

keteraturan kerja.5. Semua keija pengukuran hendaklah merujuk kepada MCESMM.

6. Semua lukisan hendaklah dikembalikan bersama kertas jawapan

KERTAS SOALAN INI TERDIRI DARI PAD A _7_ MUKA SURAT TERMASUKMUKA SURAT HADAPAN.

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«

Berdasarkan kepada Lukisan No. KPKR/J/R/149336/AM7, AM8 dan AM9,

KPKR/J/R/ 149336/ST1, ST2, ST3 dan ST4, ukur kuantiti bagi semua kerja yang

berkaitan dengan Pembinaan Lintasan Keretapi Bertingkat di Kampung Selamat,

Pantai Dalam, Kuala Lumpr (KTM-Pakej 7). Skop kerja termasuk kerja-kerja

cerucuk, jambatan {prestressed beam), dan pembinaan jalan.

(60 markah)

QUESTION 1

Based on the drawing No. KPKR/J/R/149336/AM7’, AM8 and AM9,

KPKR/J/R/ 149336/ST1, ST2, ST3 and ST4, take-off the quantities of all related

works to Pembinaan Lintasan Keretapi Bertingkat di Kampung Selamat, Pantai

Dalam, Kuala Lumpr (KTM-Pakej 7). Scope of works involved are piling works,

bridge works (prestressed beam), and roadworks.

(60 marks)

SOALAN 2

Berdasarkan kepada Lukisan No. KPKR/J/R/149336/ ST8, ukur kuantiti bagi

semua keija yang berkaitan dengan Precast Vechicular Box Culvert and Sewer

Protection, Projek Pembinaan Lintasan Keretapi Bertingkat di Kampung Selamat,

Pantai Dalam, Kuala Lumpr (KTM-Pakej 7).

(40 markah)

QUESTION 2

Based on the drawing No. KPKR/J/R/149336/ ST8, take-off the quantities of all

related works to Precast Vechicular Box Culvert and Sewer Protection, Pembinaan

Lintasan Keretapi Bertingkat di Kampung Selamat, Pantai Dalam, Kuala Lumpr

(KTM-Pakej 7).

SBQ 4314

SOALAN 1

(40. marks)

2

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SBC 2273


Fakulti Alam Bina

FINAL EXAMINATION



COURSE CONSTRUCTION TECHNOLOGY AND

DESIGN

PROGRAM 2 SBC

TIME 2 HOURS 30 MINUTES

(9.00AM - 11.30AM)

DATE 14 APRIL 2010

LECTURER NURSHIKIN BINTI MOHAMAD

SHUKERY

PERCENTAGE 40 %

ARAHAN:

INSTRUCTION:










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SBC 2273

a) Terdapat dua (2) implikasi terhadap defmisi kebolehbinaan. Huraikan

implikasi-implikasi tersebut dengan jelas.

(6 markah)

b) Mengapa perlunya rekabentuk kebolehbinaan dalam projek pembinaan?

(6 Markah)

c) Huraikankan 16 prinsip-prinsip kebolehbinaan dengan terperinci.

(13 Markah)

SOALAN 1

QUESTION 1

a) There are two (2) implications of buildability definition. Elaborate those

implications clearly.

(6 marks)

b) Why design for buildabilty in construction project?

(6 Marks)

c) Elaborate 16 principles of buildability in detail.

(13 marks)

SOALAN 2

Terangkan dengan terperinci aktiviti-aktiviti yang terlibat dalam proses

rekabentuk arkitek dan rekabentuk struktur.

(25 markah)

2

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SBC 2273

Explain in detail the activities involved in architectural design and structural

design process.

(25 marks)

QUESTION 2

SOALAN 3

a) Terangkan dan lakarkan dengan terperinci sistem lantai berikut:

i) Papak berusuk

ii) Sistem lantai rasuk jalur

iii) Sistem lantai pratuang

iv) Plat rata

v) Papak rata

(15 Markah)

b) Huraikan hanya tiga (3) faktor-faktor yang mempengaruhi pemilihan

sistem lantai yang sesuai.

(10 Markah)

QUESTION 3

a) Explain and sketch in detail each of following flooring system:

i) Ribbed slab

ii) Band beam floor system

iii) Precast floor system

iv) Flat plate

v) Flat slab

(15 Marks)

b) Elaborate only three (3) factors that influenced in selecting an

appropriate flooring system.

(10 Marks)

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SBC 2273

Sebuah rasuk konkrit bertetulang mempunyai 300mm lebar dan kedalaman

efektif 552mm diperlukan untuk merentang sepanjang 6m. Rasuk tersebut

membawa momen rekabentuk maksimum (M) sebanyak 321.5 kNm dan daya

ricih muktamad (V) sebanyak 214.4kN. Anggapkan diameter penyambung

ialah 10mm, f cu = 30 N/mm2, f y = 460 N/mm

2, fvy = 250 N/mm2 dan keadaan

dedahan (cuaca) adalah ringan, rekabentukkan rasuk ini. Rumus dan jadual

rekabentuk yang berkaitan terdapat di dalam LAMPIRAN.

(25 Markah)

QUESTION 4

A reinforced concrete beam which is 300mm wide and effective depth is 552mm

is required to span 6m. The beam carries a maximum design moment (M) of

321.5 kNm and ultimate shear force (V) of 214.4kN. Assuming the diameter of

links is 10mm, fcu = 30 N/mm 2 , f y = 460 N/mm 2 , f vy = 250 N/mm

2 and the

exposure conditions (weather) are mild, design the beam. Relevant design

formulas and tables are in the APPENDIX.

(25 Marks)

SOALAN 5

Rajah 1 menunjukkan, 400mm tiang segiempat sama membawa beban mati

sebanyak lOOOkN dan beban hidup sebanyak 250kN. Keupayaan galas

selamat tanah ialah 168kN/m2. Rekabentukkan tapak pad segiempat sama

bagi menanggung beban tersebut. Anggapkan kekuatan bahan-bahan

berikut.

Ketumpatan konkrit = 24kN/m3

fcu = 35 N/mm2

f y = 460 N/mm2

20mm diameter bar bagi tetulang lenturan di kedua-dua arah. Rumus dan

jadual rekabentuk yang berkaitan terdapat di dalam LAMPIRAN.

SOALAN 4

(25 Markah)

4

9 0

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SBC 2273

Axial load: Dead = 1000kN

Imposed = 250kN

Rajah 1/Figure 1

QUESTION 5

Figure 1 shows, a 400mm square column carries a dead load of lOOOkN and

imposed load of250kN. The safe bearing capacity of soil is 168kN/m 2 . Design a

square pad footing to resist the loads. Assuming the following materials

strength.

Concrete density = 24kN/m 3

feu = 35 N/mm 2

f y = 460 N/mm 2

20mm diameter bars for bending reinforcement for both directions. Relevant

design formulas and tables are in the APPENDIX.

(25 Marks)

SOALAN 6

Rajah 2 menunjukkan, 6m rentang sebuah rasuk segiempat tepat disokong

mudah membawa beban mati (gk ) sebanyak lOkN/m. Rekabentukkan

tetulang ricih bagi rasuk tersebut menggunakan penyambung keluli lembut

(fvy = 250 N/mm2) bagi kes-kes beban hidup (qk) berikut;

i) 0 kN/m

ii) 10 kN/m

iii) 29 kN/m

iv) 45 kN/m

5

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Dimensi ukur lebar rasuk (b) ialah 300mm dan kedalaman efektif (d) ialah

547mm. Anggapkan f cu =25N/mm2 dan saiz bar 4T25 (As= 1960mm

2). Rumus

dan jadual rekabentuk yang berkaitan terdapat di dalam LAMPIRAN.

(25 Markah)

b=300mm

H r~qk=Varies

gk=10kN/m

Rajah 2/Figure 2

QUESTION 6

Figure 2 shows, a simply supported rectangular beam of 6m span carries a

characteristic dead load (gk ) of lOkN/m. Design the shear reinforcement for the beam using mild steel (f vy = 250 N/mm

2 ) link for the following imposed load (qk)

cases;

v) 0 kN/m

vi) 10 kN/ m

vii) 29 kN/ m

viii) 45 kN/ m

The beam dimensions are breadth b, 300mm and effective depth d, 547mm.

Assuming fu =25N/mm 2 and bar size is 4T25 (A s = 1960mm 2 ). Relevant design

formulas and tables are in the APPENDIX.

(25 Marks)


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SBC 2273

LAMPIRAN / APPENDIX

Mu €.156 bd2f cu

MAs 0.87f y z

z :rf[o.5 + 7(0.25-&/0.9)J< 0.95

M

k fcubd2

V

v M

Ultimate load, W = (1.4gk + 1.6qk) x span

i) Deflection criteria

Support ConditionsSpan/Effective depth(rectangular section)

For Initial design

Cantilever 7 < 7 could be a problemSimply Supported 20 20 but be cautiousContinuous 26 26 or maybe more for a cont. slab

ii) The code (BS8110) requires the final design to pay attention to:

Min and Max reinforcement as a percentage of the gross CSA. (Cl. 3.12.5.3. &3.12.6.1) - This will on the one hand, help the control of cracking, increasedurability, while on the other assist placing and compaction.

0.24%bh

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SBC 2273

iv) Form and area of links in beams.

ix. Where v < 0.5vcNo links required but provide nominal links for the whole length:

0 87

/„ x. Where 0.5vc < v < (vc + 0.4)Provide: nominal links for the whole length0-87

xi. Where (vc + 0.4) < v < 0.8\/f cu or 5 N/mm2

Provide: nominal links and design links

AJSt = KL̂ L 0.87

A further limitation placed on the spacing of links by the BS is that the

maximum spacing should be less than 0.75d, which is obviously necessary toavoid a failure plane forming which misses the links altogether.

v) Table for design concrete shear stress vc

100A,

bvd

Effective depth (mm)

150 175 200 225 250

\

1 300!

ii >400i

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vi) Table of modification factor for tensile reinforcement:

SBC 2273

Service _____________________ M/bd2 ____________________ stress ________ 0.50 0.75 1.00 1.50 2.00 3.00 4.00 5.00 6.00

1.00 2.00 2.00 2.00 1.86 1.63 1.36 1.19 1.08 1.011.50 2.00 2.00 1.98 1.69 1.49 1.25 1.11 1.01 0.94

(f y =250) 1.56 2.00 2.00 1.96 1.66 1.47 1.24 1.10 1.00 0.942.00 2.00 1.95 1.76 1.51 1.35 1.14 1.02 0.94 0.882.50 1.90 1.70 1.55 1.34 1.20 1.04 0.94 0.87 0.82

(f y =460) 2.88 1.68 1.50 1.38 1.21 1.09 0.95 0.87 0.82 0.783.00 1.60 1.44 1.33 1.16 1.06 0.93 0.85 0.80 0.76

vii) Table of nominal depths of cover to be used for a variety of exposure conditions.

Conditions of exposure Nominal cover (mm)

Mild - protected from weather 25 20 20 20 20

Moderate - sheltered from weather 35 30 25 20

Severe - exposed to severe rain 40 30 25

Veiy Severe - salts, fumes etc. 50 40 30

Extreme - abrasives e.g. sea water 60 50

Max. Free water/cement ratio 0.65 0.60 0.55 0.50 0.45

Min. Cement Content kg/m3 275 300 325 350 400

Lowest grade C30 C35 C40 C45 C50

viii) Cross-sectional areas of group of bars, As (mm2)

Dia. Areas in mm2 for groups of bars(mm) 1 2 3 4 5 6 7 i 8 9 10....[

283 ;

11 ^ 126 28 57 85 113 142 170 ! 198 i 226 255 1 311 340

8 50 rioi 151 201 252 302 1 352 402 453 | 503 i 553 60410 79 157 236 314 392 471 ! 550 i 628 707 785 ! 864 94212 113 226 339 452 566 679 ; 792 | 905 1020 ; 1130 j 1240 136016 201 402 603 804 1010 1210 j 1410 j 1610 1810 ; 2010 12210 241020 314 628 943 1260 1570 1890 |2200 ; 2510 2830 T 3140 ! 3460 377025 h491 982 1470 I960 2450 2950 ; 3440 1 3930 4420 : 4910 ! 5400 589032 804 1610 2410 3220 4020

6280

4830 j 5630 ! 6430 7240 : 8040 8850 965040 1260 2510 3770 5030 7540 ! 8800 i 10100 11300, 12600;13800 1510050 196013930 j5890 i 78501 982011800!13700! 15700 17700; 19600!21600 23600

9

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SBC 2273

ix) Cross-sectional area per meter width for various bar spacing (mm2)

- Foundation design

Bar size

(mm)

Spacin g of bars

50 75 100 ■ 125 150 175 200 250 300

6 566 377 283 226 189 162 142 113 94.3

8 1 010 671 503 402 335 287 252 201 168

10 1 570 1 050 785 628 523 449 393 314 262

12 2 260 1 510 1 130 905 754 646 566 452 377

16 4 020 2 680 2010 1 610 1 340 1 150 1 010 804 670

20 6 280 4 190 3 140 2 510 2 090 1 800 1 570 1 260 1 050

25 9 820 6 550 4910 3 930 3 270 2 810 2 450 1 960 1 640

32 16 100 10 700 8 040 6 430 5 360 4 600 4 020 3 220 2 680

40 25 100 16 800 12 600 •10 100 8 380 7 180 6 280 5 030 4 190

10

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SBC 1512


Fakulti Alam Bina

FINAL EXAMINATION


SUBJECT CODE

COURSE

PROGRAM

TIME

DATE

LECTURER

PERCENTAGE

SBC 1512

PRINCIPLE OF LAW IN MALAYSIA

1 SBC

3 HOURS (9.00 AM - 12.00 PM)

14 APRIL 2010

TN. HAJI ROSLI BIN KAMARUDDIN

50%

ARAHAN:

INSTRUCTION:

1. ANSWER QUESTION NO 1 AND 3 OTHERS

(Jawab soalan No 1 dan 3 soalan yang lain).

2. CANDIDATES WILL BE PROVIDED WITH CONTRACT ACT 1950

(Calon-calon akan dibekalkan dengan Akta Kontrak 1950).

3. ANSWER MUST BE SUPPORTED WITH LAW AUTHORITIES(LAW PROVISIONS AND CASES)

(Jawapan-jawapan hendaklah disokong dengan Otoriti dan Kes

Undang-Undang).

THIS QUESTION PAPER CONSIST OF 5 PAGES INCLUDING THE

FRONT PAGE

1

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Prinsip jiran merujuk kepada penghakiman klasik dalam Kes Donoghue v

Stevenson [1932] AC 562. Hakim Lord Atkin dalam penghakimannya telah

menyatakan seperti berikut

“The rule that you are to love your neighbour becomes in law you

must not injure your neighbour; and the lawyer’s question ‘Who is my

neighbour’ receives a restricted reply. You must take reasonable care to

avoid acts or omissions which you can reasonably foresee would be likely

to injure your neighbour. Who, then, in law is my neighbour? The answer

seems to be persons who are so closely and directly affected by my act

that I ought reasonably to have them in my contemplation as being so

affected when I am directing my mind to the acts or omissions which are

called in question...”

Berdasarkan prinsip di atas, bincangkan perkara-perkara berikut

a) Tugas atau kewajipan beijaga-jaga. (10 markah)

b) Pemecahan kewajipan berjaga-jaga. (8 markah)

c) Satu (1) kes tempatan yang menerimapakai

prinsip dalam Donoghue v Stevenson. (7 markah)

QUESTION 1

Neighbour principle refer to the classical judgment in Donoghue v Stevenson

[1932] AC 562 Lord Atkin in delivering the judgment has quoted the following:

“The rule that you are to love your neighbour becomes in law you

must not injure your neighbour; and the lawyer’s question ‘Who is my

neighbour > receives a restricted reply. You must take reasonable care to

avoid acts or omissions which you can reasonably foresee would

utm fab april 2010

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