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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)
1 '
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
3
•--------------~----------------------------~~~~~~~~~~.~---
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
3'1'''p.,
'.,
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'
1
.'.>
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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.
8
.•.~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;
-,
Recommended