bengkel ibs score - eng.usm.my2fo4tiifvcgwwaw92tnhki9x4vdyfg2...bengkel ibs score maklumat projek 3...

BENGKEL IBS SCORE

MAKLUMAT PROJEK

3 storey Medium Cost Flat

1. Structural System

i) Beams = Precast Concrete beam

ii) Columns = Insitu Concrete using steel formworks

iii) Floors = Precast Half slab

iv) Roof Truss = Prefabricated steel truss

2. Wall System

i) Precast wall (external wall)ii) Insitu Steel Formwork system (external wall)iii) Precision Block system (internal wall)

Notes:

- Obmitt Staircase area and 4th floor (Service area)- Obmitt ground floor wall (no wall)

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IBS SCORE CALCULATION

ELEMENTS AREA(m2)/LenQth IBS FACTOR COVERAGE

Part 1 : Structural Elements

IBS SCORE

Total Part 1

Part 2 : Wall System

Total Dart 2

ELEMENTS

Part 3 : Other Simplified Construction Solutions

rTotal Part 3

IBS Score of Project = Part 1 + Part 2 + Part 3

MS 1064 : PART 4: 2001

SECTION 2 : COORDINATING SIZES FOR DOORSETS

2.1 Scope

This Section specifies the coordinating sizes for doorsets of all material to be used inbuildings, and which will fill coordinating spaces in dimensionally coordinated buildings.

. 2.2' ~'SpeclfiCation§"

The range of coordinating sizes for external and internal doorsets is as shown in Figure 2.

) ) ) ) ) 0) )n )( H 0'"

17~ 6N 9M 101\1 12M 12M 15M 15M 15M 16M 21M 24M

-I I / / \ / \ / \ / \ I " ".. ,

21M " "..'- "- \ \ / \ / \ / "- / "- /I 2 3. • 5 '6 7 :z.a ., 42 43 44

/. I'-----_ .._- ., .... f. ., [,.~.- L / ~. I., .~ /. ) L. S. .~, 1/'·- .-~, ..__ ._ ......24M ~ .I,

" \ \ I \ / \ I "- / "- / " 1//- , 7 8 ,'0 >< 30 J' 4S 41 47 •••

f- I.- ~ I-- I-, ~ ~ ~ ~ r; ~ f\ ~ i.--/ / / / , / -, ".. ,

24M L- v , v t,.. ,\. , , f', 1',1/ f',1/ ", " -, / -, / , "..'- 1/

II 12 13 14 '5 32 3J 34 ., 50 . 5\ 52

f- I- ~ h I--;; I-. 10-,..- h.-- 1-_ h'-/ / 1,./ / / \ / \. I \ I \ / , /" "27M , -, , \11 \ / \ / " / ,/ -, 1,/ " 1'/

17 .. to ,;,- ~ 7 56

f- ~ ~ - ,~ -' ~'\ ......,......, 1-,..- >-,~1[\ ""I / l/ / \ I I \ I \ / \ vi ,

'//-,

30M ,r-

/f\. i', .I

\ , , \ I \ \ I \ I \ / , I 1"/-2' 22 2J 24 25 38 39 40 57 51 9 60

SINGLE I--SINGLE- DOUBLElEAFLEAF LEAF AND

.-'"

SIDELEAF

Figure 2. Recommended range of coordinating sizes 'for doorsets

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SECTION 2 : COORDINATING SIZES FOR WINDOWSETS-y

2.1 Scope

This Section specifies the coordinating sizes for windowsets of all materials to be used inbuildings, which will fill coordinating spaces in dimensionally coordinated buildings.

2.2 Specifications

The range of coordinating sizes for windowsets shall be as shown in Figure 2.

'c' c 00 C oc ( oc c oc oc OC O( C

/3~ ~N 1m 8""' 9M 1O""' 12M 15M IBM 21M 24M 27M 30M

30M ;

-::27M {

24M ,...

21M

0

IBM~

.,

15M

12M--'10M -

9M -.;8M -::7M -.;6M -::3M -

-

,.•..

Figure 2. Recommended range of coordinatinq sizes for windowsets

NOTE. M is the symbol for the basic module in MS 1064: Part 1 and having the value of 100 mm.

I

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'.,

1064 : PART 10 : 2001

SECTION 3 : PREFERRED SIZES FOR REINFORCED CONCRETECOMPONENTS

3.1 Scope

This Section specifies series of preferred sizes for reinforced concrete components to beused for buildings. The components included in this part are beams. columns. walls andslabs.

3.2 Specifications s:••

The preferred sizes are categorised for various types of reinforced concrete componentsaccording to their intended function and use in a structural building system. Sizes mentionedare overall nominal dimensions, which shall account for joints and tolerances. The joint gapthickness, where applicabl.~shall be specified by the manufacturer to suit these applications.

3.2.1 Beams

The dimensions of preferred sizes for beams are shown in Table 5. They are either for in-situor precast constructions.

.'-v. -- ..Types 'of buildings -_. -_ .•. -. ·····---··Width··--····· '.'-. .....__ ._-.__.- Depth··------·· '-

Residential 150 300200 350

.,. 250 400300 450

500550600,

Non· Residential 200 400250 450300 500350 550400 600500 700600 800--7>

-NOTE. The dimensions, otpreterred sizes in the above table are recommended sizes for the respective productdimensions. Engineers are to carry out detailed design according 10 the relevant design code and select theappropriate preferred dimensions tor its intended use. Dimensions larger than stipulated in the table can be usedbut preferably with U1eincrement according 10 the recommendations.

Table 5. Dimensions of preferred sizes for reinforced concrete beamst'

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.'.>

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3.2.2 Columns

The dimensions of preferred sizes for columns are indicated in Table 6.

Table 6. Dimensions of preferred sizes for reinforced concrete columns

Width Length

- 150~,•• " "", -,co ',' - ,-~'" 260 ,'d ~

250300350400450 ',;500550600650700750aoo

150v 200250300350400450500550600650700750apo

",

,-------.-.--NOTES:-------··----.--'---,·--'- .-----.------. _._-_...- ----.- --.....-.--_.

1. The dinensions for preferred sizes in the above table are recommended sizes for the respective productdimensions. Engineers are to carry out detailed design according to the relevant design code and select theappropriate preferred dimensions' for its Intended use, Dimensions larger than stipulated In the table can be usedbut preferably with the'increment according to the recommendations.'

.0 •••

2. For preferred column height, refer to MS 1064 : Part 2.

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.•.~t

~

3.2;3 Walls

The dimensions of preferred sizes b- -.ni: ~ :;;;-<1width are indicated in Table 7.

Table 7. Dimensions ~ ~..-.::~~ i::::ar reinforced concrete walls

Width Length

100 600 ..150 ,~~' .900 .. .......... -200 1200250 1800300 2400400 3000

,~. 36004200

NOTES:

1. The dimensions of preferred sizes in the above table are recommended sizes tor the respective productdimensions. Engineers are to carry out detailed design according to the relevant design code and select theappropriate preferred dimensions tor its intended use. Oirr..ensb"ls larger than stipulated in the table can be used butpreferably with the increment according to the'T-ec:LJ:ce:~'" f

2", For preferred wall height, reterto MS 1064: Par'; 2.I'

- ... . - .... - -,._- . .. _ ... -" -- . .-- -...-.._- - --'..i

. !

3.2.4 Slabs

The dimensions of preferred sizes for slab thickness and width are indicated in Table 8.

Table 8. Dimensions of prefeneds:2=s~ reinforced concrete slabs

,Thickness i Widtht ~

!

! 600100125 900150 1200175 1800200

\24003000

-yI 3600

. 4200..- -_ .. -

NOTE. The dimensions of preferred sizes in t.':\.e at.••.•..!:s.~ 'T#-' ~mended sizes for the respective productdimensions. Engineers are to carry out detailed ~~. ~ .•••..•..:.:..:..":0 the relevant design code and select theappropriate preferred dimensions for its Intended use. OilT'~sicr.:;;;';7=f than slipulated in the table can be used butpreferably with the increment according to the recornm'?~.tior.'oS;

-,