str assignment 2- individu

8/7/2019 str assignment 2- individu

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UNIVERSITI TEKNOLOGI MARA

SHAH ALAM

JSB 603STRUCTURE V

ASSIGNMENT 2

(INDIVIDUAL)

PREPARED BY:

MUHAMAD HAFIZ FAHMI BIN AZIZAN (2009866194)

FOR LECTURE:

Mr. ARAFAT


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The site location is located at

the Pudu, nearby the historical

prison in Kuala Lumpur. Front

of the site also was the existing

monorail terminal.

This site also located at the

Golden Triangle of KualaLumpur where the place for

people to shopping and

entertain themselves.

SITE LOCATION


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The area also known as the

last check point before arrivingto the Golden Triangle.

In the future development, the

prison will be used as the

museum for the public. So this

site is very valuable for the

development as the

entertainment or as the hotel

to attract more people and

tourist coming to Kuala

Lumpur especially to this area.


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Warner Bros.

An American producer of film and television entertainment.

One of the major film studios. Subsidiary companies,

including Warner Bros. Studios, Warner Bros. Pictures,Warner Bros. Records, Warner Bros. Interactive

Entertainment, Warner Bros. Television, Warner Bros.

Animation, Warner Home Video, New Line Cinema,

TheWB.com, HBO, Cinemax, CNN, Cartoon Network, TBS,

TNT, TCM, and DC Comics. Warner owns half of The CW

Television Network.

Warner Brothers PicturesThe corporate name honors the four founding Warner

brother:

Harry (born Hirsz), Albert (born Aaron), Sam (born Szmul),

and Jack (born Itzhak).

The three elder brothers began in the exhibition

business,having acquired a movie projector with which theyshowed films in the mining towns of Pennsylvania and

Ohio.First theater, the Cascade, in New Castle, Pennsylvania

in 1903. (The site of the Cascade is now the Cascade Center,

a shopping, dining and entertainment.

CLIENT


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THE DESIGN DEVELOPMENT

During the design development process, the

construction method and structure also was considered

parallel through the design process was to support the

tower especially at the cantilever and expended floor.

MAIN STRUCTURAL SYSTEM

MAIN STRUCTURAL

FLOOR SYSTEM

DETAIL CONNECTION & JOINTS

Knee Bracing

Composite Floor System


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Core as the main big column to

support the load of the tower

building. The load majority will

transfer to the core in horizontal

direction and continue vertically to

the soil through the column and

foundation at the bottom of building

Lift Core

Bracing system

Knee bracing is most suitable to thistower for supporting the load

regarding to the design idea and the

concept of this hotel.

Knee bracing is the form in

rectangular and square, so this

structure will not to disturbing the

view from the people inside the

tower.

MAIN STRUCTURE SUPPORT LOAD


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The example of the tower plan.

Load transfer in horizontal direction

The example of the typical tower plan.

Core

Load transfer horizontally to core

Load transfer horizontally to bracingsystem

The another example of the typical tower

plan.

HORIZONTAL LOAD TRANSFER


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The load transfer in vertical direction are in

two method, first is transferring to the

bracing system where at the faade of the

tower and another one is transferring to

the core.

The core located the middle of tower as the

big column to support the load and floor at

each level.

VERTICAL LOAD TRANSFERCore

Load transfer verticaly to core

Load transfer vertically to bracingsystem


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Knee Bracing System

Load transfer vertically through knee

bracing system

Load transfer from bracing to the foundation

The load transfer in vertical direction are in

two method, first is transferring to the

bracing system where at the faade of the

tower and another one is transferring to

the core.

The knee bracing structure was rigid form

so easily for construction and jointing.

KNEE BRACING SYSTEM


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Advantages of knee bracing system for this project

Basically the form of structure is triangulated trusses so

easily to construct and calculation to be considered.

Besides that this structure also giving the space to be used

at the middle of the frame structure.

The structure also is simple, meaning that not use too

much capacity of material. So the building weight can beminimize.

This bracing located at the faade of the building, so in the

architecture sense we can use it to expose the structural

system of building to create the image.


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The load transfer from the

tower building.

The load through the column

and continue to footing or

foundation.

The load transfer from the

footing or foundation to thesoil.


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COMPOSITE FLOOR SYSTEM

RC concrete cast in situ

Castellated steelbeam

Ceiling

attachment

Steel hanger

Metal deck screw to the

beam

Raised floor deck

200mmI steel column

sealed RC

Floor system are a building primary

horizontal planes which must

support both live loads and dead

loads.

Floor system must transfer their

loads horizontally across space to

either beams and columns or to

bearing walls rigid wall planes can

also serve as horizontal which act

as thin wide beams spanning

between shear wall planes


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Advantages of composite floor system for this project

Speed and simplicity of construction metal decking, simple

steel connections.

Light construction than a traditional concrete building

(structural steel and lightweight concrete, slender structural

elements of small dimensions).

Less on site construction (steelwork, prefabricated

structural elements).

Small (strict) tolerances achieved by using steel members

manufactured under controlled factory conditions toestablished quality procedures.


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Castellated steel

beam

Lift Core

Floor system used on this tower which is

slab supported on two sides by beams

and columns. RC concrete beam

Castellated steel

beam

CONNECTION AND JOINTING


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Castellated steelbeam

Bolt and rivet were used to joint the

beam and another transverse beam


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REFFERENCE

ADVANCE ON TALL BUILDINGS COUNCIL ON TALL BUILDINGS & URBAN HABITAT (1986)

TWO WAY STEEL FLOOR SYSTEM USING OPEN-WEB JOISTS JOHN A. SCHAAD, THESIS SUBMITTED TO THE FACULTY OF GRADUATE SCHOOL, MARQUETTE UNIVERSITY

ARCHITECTURAL MATERIAL FOR CONSTRUCTION HAROLD J.ROSEN AND TOM HEINEMAN, McGRAW HILL (2004)

A VISUAL DICTIONARY OF ARCHITECTURE FRANCHIS D. K. CHING, JOHN WILEY & SONS, INC. (1997)

STRUCTURE SYSTEM RALPH RAPSON, PRAEGER PUBLISHER (2002)

CONSTRUCTION METHOD HIGHRISE BUILDING http://www.toolbase.org/ToolbaseResources/level2.aspx?BucketID=3

FRAMING (construction) http://en.wikipedia.org/wiki/Framing_%28construction%29

APPLICATION OF KNEE-BRACING SYSTEM ON HIGH-RISE BUILDINGS (pdf) www.iawe.org/Proceedings/5EACWE/029.pdf
http://www.toolbase.org/ToolbaseResources/level2.aspx?BucketID=3http://en.wikipedia.org/wiki/Framing_(construction)http://www.iawe.org/Proceedings/5EACWE/029.pdfhttp://www.iawe.org/Proceedings/5EACWE/029.pdfhttp://en.wikipedia.org/wiki/Framing_(construction)http://www.toolbase.org/ToolbaseResources/level2.aspx?BucketID=3

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