Presentation 1 v5.ppt

8/17/2019 Presentation 1 v5.ppt

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KA40403Design Project

1. NURFAIZAN NASIR BK12110275

2. MOHD ANNAFFI BIN ABU BAKAR BK12110199

3. MEIDIN BIN MANTEDAN BK12110398

4. FRANKLIN LIM TIAM YANG BK12110091

5. FARIQ ISMETH BIN AIMIN BK12110083

!. MUHD ALIF FARHAN BIN DAIM BK121!042!

7. "G MOHD KHALIS BIN "G RAMLEE BK121!0470

Group 11

Design Proposal Of A 5 Storey



Order Of Topics

1. Introduction2. Specication

3. Option 1 Design

4. Option 2 Design

5. Choice Selection

. Detailing

!. Co"ple# $ro%le"

&. Construction Se'uence



Introduction

• Building Name: Renaissance Croydon

• Building Location: Lintas Area, KK

• Characteristic of Building:

– Finishing: Cement & ranite !iles"

– #all: Bric$ #all Cladding & lasses"

– % our Fire Resistance"



Specication

Concrete rade '( & )( *foundation+

Concrete Coer -. mm & )( mm */nderground+

R#$%&'()#*#%+ S$,#Beam %0 mm

1la2 %0 mm

Column -( mm

Lin$s 0 mm

1teel rade .(( $N3m- & *-.( $N3m- for lin$+



Unit

Superiposed Dead !oad" #inis$ing %&'()*+posed !oad

%&'()* ,otal

%&'()

*Sla% Granite tiles Ce"ent ()$ *i+e load $artition

Store 4.5 ,.,!& ,.,!& ,.5 5 , 1,.44

Option

.



Option )

Unit

Superiposed Dead !oad" #inis$ing

%&'()*

+posed !oad

%&'()*,otal %&'()*

Sla%Granite

TilesCe"ent ()$ *i+e *oad

$artitio

n

Store 4.5 ,.,!& ,.,!& , 5 , 1,.!1O-ce 4.5 ,.,!& ,.,!& ,.5 2 1 !.!1,oilet 4.5 , ,.,!& ,.5 2 1 !.3

Option)



d+antages /Disad+antages

Ad/antages Disad/antages

0 *oer Concrete olu"e. 0 *arge Span.

0 Si"ple design. 0 igh thicness of %ea".

0 *ess no of colu"n. 0 (ore design calculation.

0 nifor" sla% area.

Option 1

Option 2

Ad/antages Disad/antages

0 S"all Span. 0 igher Concrete olu"e.

0 S"all thicness of %ea". 0 *arge no of colu"n.

0 *ess design calculation. 0 (an6 di7erent sla% area.

0 8ot unifor" sla% area.



Co"parison

Aspect Option . Option )

Concreteolu"e

4&,.&5 "3 4&5.,, "3

$rice 9(1,,: 9(1,2:

8u"%er of

Colu"n

54 !

esthetic *ess colu"n "ae the%uilding loo lie "orespace.

Too "uch colu"n ill"ae +ie %loced

Dura%ilit6 a+e shear all to gain

"ore sta%ilit6 and resistind and seis"ic load.

Onl6 rigid fra"e that

o+erco"e the large"o"ents.

Sta%ilit6 sing Shear <all 9igid =ra"e



option Selection

O-+$'% 1

4Less Num2er of Column

4Less Concrete 5olume

41im6le 7esign

4Client8s Choice



9leation 5ie



1tructural 7raing











Shear <all

• Shearall thicness> ?Condition 3@

• e A 1., # 415, ""

• eBt 15

t 2!.! "" E 3,, ""



Detail• Staircase



Detail• Drop Sla%



Detail • Drop Sla



F Cladding %ric Connection

%"1teel 6late 6roided

eery ;"'m *- floor+



Detail

• $ile

Internal Colu"n)dgeBCorner Colu"n

$ile cap>4-,,#4-,, $ilecap>21,,#21,,



F Co"%ined

footing



Detail

• <ater $roof

<

<

%"#ater6roof

mi=ed agent

-"!he height

is -(mm



Co"ple# $ro%le"

• nal6sis of shear all contouringstress using Orion softare.



Co"ple# $ro%le"

$ro%le" state"ent

•o to deter"ine stress contour atshear all using Orion

•o to interpret the structuralanal6sis data ith "anual calculation"ethod into proHect design



Co"ple# $ro%le"

(ethodolog6

1.Dening a grid pattern.

2.Dening "aterials.

3.Dening colu"ns.

4.Creating alls.5.Creating %ea"s.

.Creating sla%s.

!.uilding anal6sis and design.

*Types of load consideration:-

•wind load (horizontal load) transferring the load to thestructure,

•self-weight(vertical load)



S)J)8C)>AN9RAN ?@7 KAL1 BN >AN9RAN RA?L99 3 BK%-%0()(

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Presentation 1 v5.ppt