presentation 1 v5.ppt

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 1/27

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

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 2/27

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

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 3/27

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"

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 4/27

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- & *-.( $N3m- for lin$+

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 5/27

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

 .

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 6/27

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)

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 7/27

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.

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 8/27

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

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 9/27

option Selection

O-+$'% 1

4Less Num2er of Column

4Less Concrete 5olume

41im6le 7esign

4Client8s Choice

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 10/27

9leation 5ie

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 11/27

1tructural 7raing

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 12/27

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 13/27

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 14/27

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 15/27

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 16/27

Shear <all

• Shearall thicness> ?Condition 3@

• e A 1., # 415, ""

• eBt 15

  t 2!.! "" E 3,, ""

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 17/27

Detail• Staircase

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 18/27

Detail• Drop Sla%

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 19/27

Detail • Drop Sla

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 20/27

F Cladding %ric Connection

%"1teel 6late 6roided

eery ;"'m *- floor+

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 21/27

Detail

• $ile

  Internal Colu"n)dgeBCorner Colu"n

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

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 22/27

F Co"%ined

footing

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 23/27

Detail

• <ater $roof 

<  

<  

%"#ater6roof

mi=ed agent

-"!he height

is -(mm

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 24/27

Co"ple# $ro%le"

• nal6sis of shear all contouringstress using Orion softare.

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 25/27

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

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 26/27

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)

8/17/2019 Presentation 1 v5.ppt

http://slidepdf.com/reader/full/presentation-1-v5ppt 27/27

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