topic 3c bengkel ibs score

8/3/2019 Topic 3C Bengkel IBS Score

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BENGKEL IBS SCOREMAKLUMAT PROJEK3 storey Medium Cost Flat

1. Structural Systemi) Beams = Precast Concrete beamii) Columns = Insitu Concrete using steel formworksiii) Floors = Precast Half slabiv) 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 CALCULATIONELEMENTS AREA(m2)/LenQth IBS FACTOR COVERAGE

Part 1 : Structural ElementsIBS SCORE

Total Part 1Part 2 : Wall System

Total Dart 2


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ELEMENTSPart 3 : Other Simplified Construction Solutions

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


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MS 1064 : PART 4: 2001

SECTION 2 : COORDINATING SIZES FOR DOORSETS

2.1 ScopeThis 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'"

1 7 ~ 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\ 52f- I- ~ hI--;; I-. 10-,..- h.-- 1-_ h-/ / 1,./ / / \ / \. I \ I \ / ,/" "7M ,- , , \11 \ / \ / " / , - , 1,/ " 1/17 . . to ,; , - ~ 7 56

f- ~ ~ -~ -' ~'\ . . . . . . , . .. . . ., 1-,..- >-,~ 1[\ ""/ l/ / \ I I \ I \ / \ v i ,'// - ,30M ,r- / f \ . i', .I\ ,,\ I \ \ I \ I \ / ,I 1"/- 2' 22 2J 24 25 38 39 40 57 51 9 60SINGLE I--SINGLE- DOUBLElEAFLEAF LEAFAND

.- '"

SIDELEAF

Figure 2. Recommended range of coordinating sizes 'for doorsets

3


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----------~----------------------------~~~~~~~~~~.~---

SECTION 2 : COORDINATING SIZES FOR WINDOWSETS-y2.1 ScopeThis Section specif ies the coordinating sizes for windowsets of all materials to be used inbuildings, which will fill coordinating spaces in dimensionally coordinated buildings.2.2 SpecificationsThe range of coordinating sizes for windowsets shall be as shown in Figure 2.

'c ' c 00 C o c ( o c c o c o c OC O( C/3 ~ ~N 1 m 8 "" ' 9 M 1 O " " ' 1 2 M 1 5 M IBM 2 1 M 24M 27M 30M

30M ; -::27M {

24M ,. . .

21M0

IBM ~.,15M

12M --'10M -9M -;8M -::7M -.;6M -::3M -

-

, . .

Figure 2. Recommended range of coordinatinq sizes for windowsetsNOTE. M is the symbol for the basic module in MS 1064: Part 1 and having the value of 100 mm.

I3 '1''' p . ,

'.,


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1064 : PART 10 : 2001

SECTION 3 : PREFERRED SIZES FOR REINFORCED CONCRETECOMPONENTS3.1 ScopeThis 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 BeamsThe 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 1 0 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 U1encrement according 10 the recommendations.

Table 5. Dimensions of preferred sizes for reinforced concrete beamst'1. '>

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3.2.2 ColumnsThe 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 ',;500550600650700750a o o

150v200250300350400450500550600650700750a p o

",

---.-.-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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3.2;3 WallsThe dimensions of preferred sizes b- -.ni: ~ :;;;-

topic 3c bengkel ibs score

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