Common Structural Forms for High-rise Buildings in Hong Kong

Size: px
Start display at page:

Download "Common Structural Forms for High-rise Buildings in Hong Kong"

Transcription

1 Topic : Common Structural Forms for High-rise Buildings in Hong Kong Prepared by Raymond Wong wind Building bends or deflects under lateral force The more rigid of a building structure, the less it deflects Deflection is a comfort consideration for building users. Building regulation has a basic criteria on deflection. The structure of a building should be so designed to have a deflection less than 1/500 of its height The problems of tall and slim building 1

2 Various deflection modes under wind tunnel test Structural forms suitable for buildings in HK 1. Column and beam (framed) structure in RC sometimes called framed buildings which are structures formed by the framed elements usually in the form of columns and beams, as well as further strengthened as necessary by the introduction of rigid floor membranes and external walls. - Simple formwork is required - lower cost of construction - easy to satisfy various spatial arrangement and shapes - may not be very able to cater for the structural needs of tall and slim buildings - more suitable to construction low-rise or horizontalspread buildings such as schools, podium or carpark structures 2

3 Example of layout design evolution from a 5 x 3 grid system Example of In-situ RC frame building 3

4 Structural forms suitable for buildings in HK 2. Load bearing wall (shear wall) structure in RC - More complicated formwork is required - cost of construction may increase especially for building with more internal walls or in complicated shape - the load bearing walls can strengthen the rigidity of the building and able to resist building against deflection - building examples: public buildings such as the Harmony Blocks Example of load-bearing wall structures 4

5 Structural forms suitable for buildings in HK 3. Load bearing wall plus core wall structure - Complicated formwork is often required especially in forming the core - cost of construction is higher, especially for buildings with complicated shape (e.g. lots of set-back or light wells - has very strong rigidity to resist deflection - this is the most common structural form for use in HK s residential buildings due to:. walls between residential flats can be best used as a load bearing wall (fire resistance is one reason). To fulfill building regulation for prescribed window areas. To satisfy the rigidity of high-rise buildings Example of load-bearing wall structures with building area below 500 sq m 5

6 Example of load-bearing wall structures of building area around sq m Example of load-bearing wall structures with several blocks linked together to form a connected structure 6

7 Structures in load-bearing wall with a RC core Structural forms suitable for buildings in HK 4. RC Centre core plus a RC frame structure - Confine to more regularly shaped or building with simpler layout, such as usual tower type buildings - fair rigidity performance but may not be sufficient for building higher than, say 50 storeys. - rigidity can be improved by the adding in of other stiffening members - plenty of window areas (it is only a frame in the external face the building) - The internal core may have difficulty in getting natural ventilation or sunlight. 7

8 Example of cored structure with an external frame for towertype office building Various layout arrangement for building using core and outer frame structure 8

9 Various layout arrangement for building using core and outer frame structure Example of cored structure with an external frame Central Plaza in Wanchai 9

10 Example of cored structure with an external frame Langham Place in Mong Kok It is sometimes quite difficult and costly to construct the RC core 10

11 Structural forms suitable for buildings in HK 5. Center core plus a outer core structure (tube in tube) - Formwork usually very complicated with the floor added in at a second stage - building shape confined to tubular forms - area of windows limited due to the provision of a structurally strong external tube (wall) - quite strong in rigidity and be able to construct to very tall structure - building examples Hopewell Center (HK) or the previous World Trade Center in New York Examples of tube-in-tube structures Jardin House in Central 11

12 Hopewell Centre in Wanchai Examples of a framing plan showing the location/layout of walls, columns and beams 12

13 Structural forms suitable for buildings in HK 6. Steel frame structure - building is lighter than usual RC structure due to the relative higher weight/strength ration of steel - construction cost is lower especially for buildings adopting high level of standardization - building is weak in rigidity due to steel is a more flexible (elastic) material when compare to RC - additional stiffening elements in the form of internal/external trusses, out-rigger or bracing members are often required to make the building structure more rigid - addition work is required to fire-protect the steel structure - building examples: The Center, China Bank Building Examples of building constructed in pure structural steel frame 13

14 Construction of Structural steel frame building Structural forms suitable for buildings in HK 7. Composite structure (RC Core plus steel frame, hybrid structure) - building can be lighter than usual RC structure but with a more acceptable rigidity than pure steel buildings - construction cost is higher for the adding in of a RC core which requires a complicated formwork system - it is time consuming and more complicated to make connections between the RC and steel elements - It is even more difficult and costly if stiffening members are introduced into the building in order to make it more rigid to resist deflection - Building examples: Time square, Manual Life Tower, Cheung Kong Center, IFC 1 and 2 14

15 Examples of composite structures 15

16 More examples of composite structures More examples of composite structures 16

17 The IFC 2 Complicated stiffening elements incorporated in steel or composite building to improve the rigidity of the structure Cheung Kong Center Outrigger system used in Cheung Kong Center 17

18 The Cheung Kong Center Complicated stiffening elements incorporated in steel or composite building to improve the rigidity of the structure 18

19 Complicated stiffening elements incorporated in steel or composite building to improve the rigidity of the structure Cost idea of using RC, Steel and composite method in constructing tall buildings 19

20 How to construct various forms of Buildings Buildings can be constructed or formed in a number of ways, such as: 1. In-situ manner using formwork for all reinforced concrete buildings 2. Prefabricated manner for using part or all in precast concrete elements 3. Prefabricated manner using structural steel elements 4. Hybrid manner making combination of any of the above systems Construction of in-situ RC buildings Forming the wall structure using aluminum moulds Forming the wall structure using manual-type timber formwork 20

21 Construction of in-situ RC buildings Forming the structure using large panel-type forms for walls or columns Construction of in-situ RC buildings Forming the wall structure using mechanical-operated formwork systems 21

22 Construction of in-situ RC buildings Forming the floor structure using timber formwork systems Construction of in-situ RC buildings Forming the floor structure using table formwork most suitable for office buildings 22

23 Construction of in-situ RC buildings Forming the floor structure using table formwork floor being strengthened by tensioning technique Construction of prefabricated frame building Headquarters building of Hong Kong Jockey Club Podium KCR Kowloon Station 23

24 Construction of prefabricated frame building Using precast elements as part of the external walls as well as the permanent formwork for load-bearing walls An external view of building majority of external walls are constructed in precast manner Advantageous features of framed structure 1. Speedy construction due to simplicity in geometry consist of only columns and beams (or partially by the floor slab) as the main structural elements 2. Very rigid and stable able to resist tremendous vertical (dead load) and lateral loads (wind) 3. Reduced dead load absent of thick shear wall etc. 4. Roofed over at an earlier stage every floor slab being finished becomes an cover to protect the lower floors from sun and rain 5. Offer large unobstructed floor areas without obstacle between columns 6. Flexible utilization of space 24

25 Advan.. features of framed structure (continued) 7. Adaptable to almost any shape 8. Easily altered within limits of frame regular or non-regular grid system is very adaptable in spatial arrangement 9. Offsite preparation possible especially for prefabricated construction using precast concrete or structural steel elements 10. May be designed to accommodate movement 11. Acceptable distribution of natural light window openings can be provided easily on eternal walls 12. Easy to design structurally including computer design again, due to simple geometry Principle factors affecting choice of frame Production consideration Availability of materials, labour and plant Speed of construction Availability of mechanical plants Architectural Design consideration Size and shape of site Conditions of site Integration of mechanical elements Architectural or aesthetic requirements 25

26 Principle factors affecting choice of frame Structural Design consideration Foundation consideration Standardization of members or design Span and floor loads Fire resistance requirement Maintenance consideration Integration of architectural & structural elements Features of In-situ concrete frame construction Construction aspects 1. Insitu concrete is inconsistent in quality in performance mixing, delivery, placing and compacting of concrete require very tight quality control 2. Overlapping formwork, steel fixing and concreting process make site operations more difficult these works are to be done almost at the same time at the same location 3. Formwork erection is often timely, expensive, environmental unfriendly and labour intensive 4. Increase a lot of wet-work difficult to maintain site in a clean and tidy environment 26

27 Features of In-situ concrete frame construction Construction aspects examples of problem Improper placing and compaction will serious lower the strength of concrete Features of In-situ concrete frame construction Construction aspects examples of problem Finishing the concrete surface after placing improper finish will affect the size and dimension of member 27

28 Features of In-situ concrete frame construction Construction aspects examples of problem Exterior environment Interior environment It is difficult to maintain a clean and tidy site using in-situ concrete structure for the casting process is wet and dirty Features of In-situ RC frame construction Construction aspects (continue) 5. Easier to allow for dimensional discrepancy formwork can relatively easy to provide any ready dimension and shape 6. Concrete is cheap, easy available and can be cast into complicated shape 7. Frame erection affected seriously by climatic condition in windy day it is difficult to erect formwork nor to place concrete 8. Durability affect by heat, moisture or environmental factors concrete is not so durable as most person think 28

29 Features of in-situ RC frame construction (cont.) Structural characteristics and design aspects 1. Concrete design more flexible and accurate than steel because of non dependence on standard sections 2. Concrete frame easily damaged by building movements 3. Problems of creep & shrinkage (cause damage to finishes) 4. Higher dead load and bigger structural elements 5. Better fire resistance 6. Durability sensitive to workmanship 7. Overloading cause irreversible structural damages 8. Flexible in layout and shape Typical case using traditional timber formwork for frame structure in RC with loadbearing walls The CCCU Building of CityU 29

30 Features of structural steel construction Structural characteristics 1. Steel has lower dead load (unless encased in concrete) 2. Steel frame can easily to have the layout changed to suit new design than concrete, especially requiring alteration after completion of the building. 3. Easily accommodate building movements for steel is a relatively flexible material and have greater adaptability to take up strain and deformation 4. However, it is weaker in fire resistance for steel will lose strength and deform serious at higher temperature (at 600oC or above). This can be improved by applying fire resistant plaster 30

31 Features of structural steel construction Structural characteristics (continue) 5. Beams usually shallower in size than for concrete Beams 6. Sections in various convenient type and size thus economical in design and uses refer to standard steel sections 7. Produce larger deflection & deformation (Bend) under wind this will cause uncomfort to users of building 8. Steel has higher thermal expansion value 9. Rusting or corrosion problems very strict anti-corrosion treatment has to be applied Features of structural steel construction (cont.) Construction aspects 1. Quicker to erect and can be prepared offsite in workshop/factory environment with good production and quality control 2. Erection on site less affected by climatic conditions without placing of concrete 3. Longer and highly coordinated planning require long time to make structural design, fabrication and delivery 4. Higher requirement in the control of dimensional accuracy before and during construction (in fabrication and in erection 31

32 Features of structural steel construction (cont.) Construction aspects 5. Demand greater transportation or cranages provision 6. Complicated quality assurance procedures especially in the control of welding connection 7. Difficult to make connection with rigid structures especially in composite structure in which RC core structure is involved 8. More complex when building become more gigantic and taller due to the huge number of structural members, some may be of very heavy section 9. Induce more works at higher altitude Features of structural steel construction Construction aspects highlight of some problems Delivery of structural steel member by ship Large member delivery to site waiting to hoisting up for erection 32

33 Features of structural steel construction Construction aspects highlight of some problems Hoisting of the structural steel member to the upper floor Features of structural steel construction Construction aspects highlight of some problems Connecting steel members with RC element an anchor frame may be required for making strong connection 33

34 Features of structural steel construction Construction aspects highlight of some problems Constructing the composite floor in steel/rc composite structure To connect floor to core wall starter bars are to be provided within the core structure Features of structural steel construction Construction aspects highlight of some problems Very large component often in complicated shape 34

35 Features of structural steel construction Construction aspects highlight of some problems Huge amount of structural members make erection very complicated Features of structural steel construction Construction aspects highlight of some problems Very complex and gigantic framework as stiffening members to the overall structure Belt truss system, the IFC II 35

36 Features of structural steel construction Construction aspects highlight of some problems Very complex and gigantic framework as stiffening members to the overall structure Outrigger, Cheung Kong Center Features of structural steel construction Construction aspects highlight of some problems The existence of very complicated jointing in steel structure 36

37 Features of structural steel construction Construction aspects highlight of some problems Required to perform works at very high altitude Features of structural steel construction Construction aspects highlight of some problems Workers work at high altitude 37

38 Features of structural steel construction Construction aspects highlight of some problems Connecting large and complicate shaped components can be very difficult Features of structural steel construction Construction aspects highlight of some problems Concrete has to be trimmed to allow steel to pass through Examples of location where unmatched dimension causing problem 38

39 Features of structural steel construction Construction aspects highlight of some problems Roof truss and the decking not on the same level Examples of location where unmatched dimension causing problem 39

4B-2. 2. The stiffness of the floor and roof diaphragms. 3. The relative flexural and shear stiffness of the shear walls and of connections.

4B-2. 2. The stiffness of the floor and roof diaphragms. 3. The relative flexural and shear stiffness of the shear walls and of connections. Shear Walls Buildings that use shear walls as the lateral force-resisting system can be designed to provide a safe, serviceable, and economical solution for wind and earthquake resistance. Shear walls

More information

SLAB DESIGN. Introduction ACI318 Code provides two design procedures for slab systems:

SLAB DESIGN. Introduction ACI318 Code provides two design procedures for slab systems: Reading Assignment SLAB DESIGN Chapter 9 of Text and, Chapter 13 of ACI318-02 Introduction ACI318 Code provides two design procedures for slab systems: 13.6.1 Direct Design Method (DDM) For slab systems

More information

Hanson Building Products. precast basement solutions

Hanson Building Products. precast basement solutions Hanson Building Products precast basement solutions Hanson Building Products Basement Systems Add an extra dimension and combine the inherent flexible, structural and waterproof properties of concrete

More information

8 EXTRA LIGHT GRC SANDWICH ELEMENTS FOR ROOFING IN INDUSTRIAL BUILDINGS

8 EXTRA LIGHT GRC SANDWICH ELEMENTS FOR ROOFING IN INDUSTRIAL BUILDINGS 8 EXTRA LIGHT GRC SANDWICH ELEMENTS FOR ROOFING IN INDUSTRIAL BUILDINGS MARICA DELLA BELLA and DIEGO CIAN Precompressi Centro Nord S.p.A., Italy SUMMARY: Secondary roofing elements, complementary to the

More information

Scope of EN 1090-1 Clarification Document

Scope of EN 1090-1 Clarification Document Scope of EN 1090-1 Clarification Document This document has been submitted to the European Commission as the UK view on the scope of EN 1090-1. After discussions, including with the European Technical

More information

Green and Sustainable Buildings

Green and Sustainable Buildings Green and Sustainable Buildings Design Criteria and Application in Hong Kong Green building is the practice of increasing the efficiency with which buildings use resources energy, water and materials.

More information

Chapter 3 Pre-Installation, Foundations and Piers

Chapter 3 Pre-Installation, Foundations and Piers Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory

More information

Chapter 2 Basis of design and materials

Chapter 2 Basis of design and materials Chapter 2 Basis of design and materials 2.1 Structural action It is necessary to start a design by deciding on the type and layout of structure to be used. Tentative sizes must be allocated to each structural

More information

Basic principles of steel structures. Dr. Xianzhong ZHAO [email protected]

Basic principles of steel structures. Dr. Xianzhong ZHAO x.zhao@mail.tongji.edu.cn Basic principles of steel structures Dr. Xianzhong ZHAO [email protected] 1 Lecture Questionnaire (1) Language preferred ( C = in Chinese, E = in English) NO. Oral Presentation Writing on the blackboard

More information

Technical Assignment 2 TABLE OF CONTENTS

Technical Assignment 2 TABLE OF CONTENTS 2 TABLE OF CONTENTS Executive Summary...3 Introduction..5 Gravity Loads......6 Design Codes......7 Materials..8 Existing Structural System.. 10 Existing Floor System 15 Alternate Floor Framing Systems...17

More information

EAST LYME HIGH SCHOOL

EAST LYME HIGH SCHOOL Overview: 1971 N 1966 GYM 1966 CLASSROOM WING 1966 AUD. 1971 GYM 1998 1998 POOL EAST LYME HIGH SCHOOL Original 1966 Building: The original East Lyme High School was constructed in 1966 and was composed

More information

DESIGN OF SLABS. Department of Structures and Materials Engineering Faculty of Civil and Environmental Engineering University Tun Hussein Onn Malaysia

DESIGN OF SLABS. Department of Structures and Materials Engineering Faculty of Civil and Environmental Engineering University Tun Hussein Onn Malaysia DESIGN OF SLABS Department of Structures and Materials Engineering Faculty of Civil and Environmental Engineering University Tun Hussein Onn Malaysia Introduction Types of Slab Slabs are plate elements

More information

Introduction. Eurocodes. Specification. Cost

Introduction. Eurocodes. Specification. Cost Introduction Eurocodes Specification Cost Structural Eurocodes BS EN 1990 (EC0): BS EN 1991 (EC1): Basis of structural design Actions on Structures BS EN 1992 (EC2): BS EN 1993 (EC3): BS EN 1994 (EC4):

More information

Analysis II Façade Redesign: Architectural Precast Panels

Analysis II Façade Redesign: Architectural Precast Panels Analysis II Façade Redesign: Architectural Precast Panels Analysis II Façade Redesign: Architectural Precast Panels Overview: This analysis covers the comparison of the current EIFS façade and my proposed

More information

DESIGN OF SLABS. 3) Based on support or boundary condition: Simply supported, Cantilever slab,

DESIGN OF SLABS. 3) Based on support or boundary condition: Simply supported, Cantilever slab, DESIGN OF SLABS Dr. G. P. Chandradhara Professor of Civil Engineering S. J. College of Engineering Mysore 1. GENERAL A slab is a flat two dimensional planar structural element having thickness small compared

More information

ARCHITECTURE. Asst. Prof. Meltem VATAN KAPTAN [email protected]

ARCHITECTURE. Asst. Prof. Meltem VATAN KAPTAN meltemvatan@aydin.edu.tr STRUCTURES IN ARCHITECTURE Asst. Prof. Meltem VATAN KAPTAN [email protected] Istanbul Aydin University, Faculty of Engineering and Architecture ISTANBUL, TURKEY December 15, 2011 - GAZIANTEP If

More information

INSTALLATION. General. Important Note. Design. Transport

INSTALLATION. General. Important Note. Design. Transport General The roof trusses you are about to install have been manufactured to precise engineering standards. To ensure that the trusses perform as designed, it is essential that they be handled, erected

More information

1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 1 Introduction / Design Criteria for Reinforced Concrete Structures

1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 1 Introduction / Design Criteria for Reinforced Concrete Structures Prof. Oral Buyukozturk Massachusetts Institute of Technology Outline 1 1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 1 Introduction / Design Criteria for Reinforced Concrete Structures

More information

first look at GigaCrete s revolutionary new New Construction GigaHouse GigaHouse Utilizing GigaPanel

first look at GigaCrete s revolutionary new New Construction GigaHouse GigaHouse Utilizing GigaPanel first look at GigaCrete s revolutionary new New Construction GigaHouse GigaHouse Utilizing GigaPanel What is GigaCrete GigaCrete is a family of products based on low carbon footprint Green ceramic binders

More information

ADVANCED SYSTEMS FOR RATIONAL SLAB REINFORCEMENT

ADVANCED SYSTEMS FOR RATIONAL SLAB REINFORCEMENT ADVANCED SYSTEMS FOR RATIONAL SLAB REINFORCEMENT CASPER ÅLANDER M. Sc. (Civ. Eng.) Development manager Fundia Reinforcing Abstract This paper deals with rational and fast ways to reinforce concrete slabs.

More information

TABLE OF CONTENTS. Roof Decks 172 B, BA, BV Deck N, NA Deck. Form Decks 174.6 FD,.6 FDV Deck 1.0 FD, 1.0 FDV Deck 1.5 FD Deck 2.0 FD Deck 3.

TABLE OF CONTENTS. Roof Decks 172 B, BA, BV Deck N, NA Deck. Form Decks 174.6 FD,.6 FDV Deck 1.0 FD, 1.0 FDV Deck 1.5 FD Deck 2.0 FD Deck 3. Pages identified with the NMBS Logo as shown above, have been produced by NMBS to assist specifiers and consumers in the application of New Millennium Building Systems Deck products. Pages identified with

More information

WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12

WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12 WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12 87 88 GOOD INDUSTRY PRACTICES 12 WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12.1 BACKGROUND Most roofs in Singapore are constructed using reinforced

More information

The Collapse of Building 7 by Arthur Scheuerman December 8, 06

The Collapse of Building 7 by Arthur Scheuerman December 8, 06 The Collapse of Building 7 by Arthur Scheuerman December 8, 06 WTC s Building 7 was a 47-story office building completed in 1987 by Silverstein Properties on land owned by the Port Authority. It was built

More information

Formwork for Concrete

Formwork for Concrete UNIVERSITY OF WASHINGTON DEPARTMENT OF CONSTRUCTION MANAGEMENT CM 420 TEMPORARY STRUCTURES Winter Quarter 2007 Professor Kamran M. Nemati Formwork for Concrete Horizontal Formwork Design and Formwork Design

More information

Ping An: Insurance and Tall Buildings

Ping An: Insurance and Tall Buildings Ping An: Insurance and Tall Buildings Wai Ming (Thomas) Tsang, CEO, Ping An Financial Centre Yongmin (Stephen) Yuan, General Manager Risk Management Department, Ping An Life Insurance Company of China

More information

Professional Engineers Providing Structural Engineering Services In Buildings

Professional Engineers Providing Structural Engineering Services In Buildings GUIDELINE Professional Engineers Providing Structural Engineering Services In Buildings 1995 Published by Association of Professional Engineers of Ontario Revised 12/11/98 CONTENTS INTRODUCTION...3 PART

More information

A 38-story design-build steel structure features a staggered-truss frame

A 38-story design-build steel structure features a staggered-truss frame ALADDIN HOTEL A 38-story design-build steel structure features a staggered-truss frame Robert J. McNamara is president of McNamara/Salvia, Inc., in Boston. Among his more notable projects during his more

More information

Hunter College school of Social Work Thesis Proposal

Hunter College school of Social Work Thesis Proposal Fall 2009 Hunter College school of Social Work Thesis Proposal To analyze how energy efficiency can be implemented using facade and green roof redesign. It ties structural engineering concepts with existing

More information

Designer s NOTEBOOK DESIGN ECONOMY, PART 3

Designer s NOTEBOOK DESIGN ECONOMY, PART 3 Designer s NOTEBOOK DESIGN ECONOMY, PART 3 Design Economy Article XII (Part 3) PCI s Architectural Precast Concrete Services Committee offers insight on the architectural precast manufacturing process

More information

Issue of the Guidelines on Prevention of Water Seepage in New Buildings

Issue of the Guidelines on Prevention of Water Seepage in New Buildings graphic: Buildings Department Your REF 來 函 檔 號 :. OUR REF 本 處 檔 號 :.BD GR/1-55/173 FAX 圖 文 傳 真 :..28400451 TEL 電 話 :..2626 1717 www.info.gov.hk/bd To : All Authorized Persons 7 March 2005 Registered Structural

More information

Fire and Concrete Structures

Fire and Concrete Structures Fire and Concrete Structures Authors: David N. Bilow, P.E., S.E., Director, Engineered Structures, Portland Cement Association 5420 Old Orchard Road, Skokie, IL 60077,Phone 847-972-9064, email: [email protected]

More information

Project Report. Structural Investigations Hotel del Sol Yuma, Arizona

Project Report. Structural Investigations Hotel del Sol Yuma, Arizona Project Report Structural Investigations Yuma, Arizona Prepared by: 2619 Spruce Street Boulder, CO 80302 303-444-3620 Prepared for: Principle Engineering Group, Inc. 833 East Plaza Circle, Suite 100 Yuma,

More information

How To Design A Post Tensioned Deck For A Building

How To Design A Post Tensioned Deck For A Building SAMUEL ÁVILA STRUCTURAL OPTION FACULTY CONSULTANT: THOMAS BOOTHBY UNIVERSITY OF CENTRAL FLORIDA S ACADEMIC VILLAGES ORLANDO, FL THESIS PROPOSAL EXECUTIVE SUMMARY DECEMBER 12, 2005 Introduction: The University

More information

STRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM

STRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM Chapter 9 STRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM 9.1 BACKGROUND Steel is widely used in the construction of multi-storey buildings. However, steel construction is seldom used and is traditionally

More information

Draft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14

Draft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14 Draft Table of Contents Building Code Requirements for Structural Concrete and Commentary ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 14) Chapter 1 General 1.1 Scope of ACI 318

More information

How To Build A Luxury Apartment Complex In London

How To Build A Luxury Apartment Complex In London Post Tensioning Awards 2009 Project Summary Type of structure Location Architects Structural Engineer Residential with leisure suites including Swimming pool, Cinema, Virtual Golf, Wine Cellars, and Parking

More information

Construction of precast reinforced concrete structures. Prefabricated reinforced concrete construction:

Construction of precast reinforced concrete structures. Prefabricated reinforced concrete construction: Construction of precast reinforced concrete structures István VidovszkyPhD definition 2 Prefabricated reinforced concrete construction: Construction of RC components of buildings, the majority of which

More information

The minimum reinforcement for the stem wall is the placement of:

The minimum reinforcement for the stem wall is the placement of: PolySteel creates an ideal insulated stem wall for concrete slabs that can make this part of your project easier and faster, in addition to making your finished project more energy-efficient. Figures 3.20

More information

After reading this lesson you will be able to: 12.3 IMPORTANCE OF ROOF 12.4 TYPES OF ROOF IN A HOUSE

After reading this lesson you will be able to: 12.3 IMPORTANCE OF ROOF 12.4 TYPES OF ROOF IN A HOUSE 86 :: Certificate in Construction Supervision (CIVIL) 12 ROOF 12.1 INTRODUCTION The structure provided to cover the house surface (floor) is known as roof. For different situation and requirement, it is

More information

Bridge Type Selection

Bridge Type Selection Bridge Type Selection The major consideration for bridge type selection for bridges on the State Aid system is initial cost. Future maintenance costs, construction time, and location are considered when

More information

SEISMIC DESIGN. Various building codes consider the following categories for the analysis and design for earthquake loading:

SEISMIC DESIGN. Various building codes consider the following categories for the analysis and design for earthquake loading: SEISMIC DESIGN Various building codes consider the following categories for the analysis and design for earthquake loading: 1. Seismic Performance Category (SPC), varies from A to E, depending on how the

More information

King Post Wall Information

King Post Wall Information King Post Wall Information DAWSON-WAM specialise in the installation of piled retaining wall systems including steel sheet piling, concrete piled walls and king post walls. This document is our guide to

More information

If stepping is required, step at 180mm as seen in this picture.

If stepping is required, step at 180mm as seen in this picture. Cast Foundations to standard building regulations requirements. Foundations must be cast completely level, 600mm wide by 230mm deep for single storey, double storey is not allowed by NHBRC. If stepping

More information

STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM

STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM Installed in Pre-engineered Steel Buildings Provides Lowest Cost Construction Method for CORROSIVE AND WET Environments PREFERRED SOLUTIONS, INC.

More information

Summit Anchor Company, Inc.

Summit Anchor Company, Inc. Summit Anchor Company, Inc. Safety From The Top Down Roof and Wall Safety/Tie-Back Anchors Suspended Access Systems and Fall Protection Overview National Safety Standards OSHA regulations specifically

More information

SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM

SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM Shepherd University Board of Governors June 9, 2005 Agenda Item No. 9 SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM In 1994 construction began on the Byrd Science and

More information

Chapter 6 ROOF-CEILING SYSTEMS

Chapter 6 ROOF-CEILING SYSTEMS Chapter 6 ROOF-CEILING SYSTEMS Woodframe roof-ceiling systems are the focus of this chapter. Cold-formed steel framing for a roof-ceiling system also is permitted by the IRC but will not be discussed;

More information

Chapter 5 Bridge Deck Slabs. Bridge Engineering 1

Chapter 5 Bridge Deck Slabs. Bridge Engineering 1 Chapter 5 Bridge Deck Slabs Bridge Engineering 1 Basic types of bridge decks In-situ reinforced concrete deck- (most common type) Pre-cast concrete deck (minimize the use of local labor) Open steel grid

More information

Firewalls. By Gary Sturgeon, B.Eng., MSc., P.Eng. Technical Services Engineer, CCMPA. w w w. c c m p a. c a 5A-0

Firewalls. By Gary Sturgeon, B.Eng., MSc., P.Eng. Technical Services Engineer, CCMPA. w w w. c c m p a. c a 5A-0 By Gary Sturgeon, B.Eng., MSc., P.Eng. Technical Services Engineer, CCMPA 5A-0 This Chapter of the CCMPA Metric Technical Manual has been largely reproduced from Firewalls, A Design Guide, published by

More information

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL 7.0 7.1 GENERAL For the purpose of this manual, culverts are defined as structures that are completely surrounded by soil and located below the surface of the roadway parallel to the general direction

More information

LAYING BLOCK AND BRICK

LAYING BLOCK AND BRICK LAYING BLOCK AND BRICK Products highlighted in this section: SAKRETE Type N Mortar Mix SAKRETE Type S Mortar Mix Brick And Block Laying Basics The first step in building a brick or block wall is to construct

More information

COLORADO MODEL. 35 x 65 SPECIFICATIONS

COLORADO MODEL. 35 x 65 SPECIFICATIONS COLORADO MODEL 35 x 65 SPECIFICATIONS Dimensions: Roof Dimensions 35-0 x 65-0 Column Dimensions (center to center) 31-0 x 30-6 Minimum Clearance 14-0 Roof Height @ Peak ±18-8 Curved Roof ±42-6 radius Square

More information

Elevating Your House. Introduction CHAPTER 5

Elevating Your House. Introduction CHAPTER 5 CHAPTER 5 Elevating Your House Introduction One of the most common retrofitting methods is elevating a house to a required or desired Flood Protection Elevation (FPE). When a house is properly elevated,

More information

COLUMN-FREE OFFICE SPACE RISES IN CHICAGO S LOOP

COLUMN-FREE OFFICE SPACE RISES IN CHICAGO S LOOP COLUMN-FREE OFFICE SPACE RISES IN CHICAGO S LOOP 30 x45 bay provides maximum tenant flexibility and increases leasing marketability By David E. Eckmann AIA, S.E. P.E. SURGING DEMANDS FOR RENTABLE OFFICE

More information

Simplifying design and construction. Alan Tovey, Director The Basement Information Centre

Simplifying design and construction. Alan Tovey, Director The Basement Information Centre Simplifying design and construction Alan Tovey, Director The Basement Information Centre Simplifying design and construction Grades of construction Construction options Design and waterproofing issues

More information

9.3 Two-way Slabs (Part I)

9.3 Two-way Slabs (Part I) 9.3 Two-way Slabs (Part I) This section covers the following topics. Introduction Analysis and Design Features in Modeling and Analysis Distribution of Moments to Strips 9.3.1 Introduction The slabs are

More information

SPECIFICATIONS, LOADS, AND METHODS OF DESIGN

SPECIFICATIONS, LOADS, AND METHODS OF DESIGN CHAPTER Structural Steel Design LRFD Method Third Edition SPECIFICATIONS, LOADS, AND METHODS OF DESIGN A. J. Clark School of Engineering Department of Civil and Environmental Engineering Part II Structural

More information

ATLANTA MODEL SPECIFICATIONS

ATLANTA MODEL SPECIFICATIONS ATLANTA MODEL 50 SPECIFICATIONS Dimensions: Roof Dimensions (point to point) 50-0 Column Dimensions (out to out of columns) 44-0 Eave Height 8-0 Roof Height @ Peak ±21-8⅞ Hip Roof 6:12 pitch Square Feet

More information

DENVER MODEL 30 X 30 SPECIFICATIONS

DENVER MODEL 30 X 30 SPECIFICATIONS DENVER MODEL 30 X 30 SPECIFICATIONS Dimensions: Roof Dimensions 30-0 x 30-0 (4) Columns (Center to Center) 25-6½ x 25-6½ Minimum Clearance 8-0 Roof Height @ Peak Dependent on Col. Ht. Hip Roof 4:12 pitch

More information

How to build a Pizza Oven in 4 days

How to build a Pizza Oven in 4 days How to build a Pizza Oven in 4 days Preparation day (slab) 1. Foundation 1500 deep x 1300 wide x 75mm deep Required 20 bags cement pre mix. If you already have a concrete base, you save this prep day DAY

More information

WORLD S TALLEST TIMBER BUILDING, BERGEN

WORLD S TALLEST TIMBER BUILDING, BERGEN WORLD S TALLEST TIMBER BUILDING, BERGEN Trondheim, Norway. 2014-09-26 M. Sc. Rune B Abrahamsen, Sweco, Lillehammer, Norway Bergen- og omegn boligbyggelag (BOB) is a Norwegian housing association. They

More information

Page & Turnbull imagining change in historic environments through design, research, and technology

Page & Turnbull imagining change in historic environments through design, research, and technology DCI+SDE STRUCTURAL EVALUATIONS OFFICE BUILDING, TOOL SHED & WATER TANK, AND BLACKSMITH & MACHINE SHOP BUILDINGS SAN FRANCISCO, CALIFORNIA [14290] PRIMARY PROJECT CONTACT: H. Ruth Todd, FAIA, AICP, LEED

More information

Materials. Estimating Steel. Players. Materials. Shop Drawings. Detailing Process. Standard shapes. Fabricated members, Built-up sections

Materials. Estimating Steel. Players. Materials. Shop Drawings. Detailing Process. Standard shapes. Fabricated members, Built-up sections Materials Standard shapes W sections, C channels, Structural T, Angles, Pipes, Tubes, Rods and Plates Fabricated members, Built-up sections Adding plates to beam flanges, Stiffeners to beam webs Built

More information

PART 1 GENERAL 1.1 SECTION INCLUDES

PART 1 GENERAL 1.1 SECTION INCLUDES J-1 Section 09110 Long Form Specification INTERIOR METAL STUD FRAMING This section includes lightweight, usually 0.036 inch (0.9 mm) thick or lighter, non-axial load bearing metal stud framing including

More information

Index 20010 Series Prestressed Florida-I Beams (Rev. 07/12)

Index 20010 Series Prestressed Florida-I Beams (Rev. 07/12) Index 20010 Series Prestressed Florida-I Beams (Rev. 07/12) Design Criteria AASHTO LRFD Bridge Design Specifications, 6th Edition; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG)

More information

Document type: Practice Note Title: External and internal membranes Document number: AC2234 Version: 5. 1. Purpose

Document type: Practice Note Title: External and internal membranes Document number: AC2234 Version: 5. 1. Purpose Document type: Practice Note Title: External and internal membranes Document number: AC2234 Version: 5 1. Purpose The purpose of this practice note is to address the incidence of deck and roof membrane

More information

Hamilton Form Company, Ltd Custom Designs, Flexible Solutions

Hamilton Form Company, Ltd Custom Designs, Flexible Solutions Hamilton Form Company, Ltd Custom Designs, Flexible Solutions 1 IFC 2 CUSTOM DESIGNS, FLEXIBLE SOLUTIONS Hamilton Form has been designing and building custom steel forms for the precast industry since

More information

FUTURE SLAB. PENETRATIONS and. DEMOLITION of POST-TENSIONED FLOORS

FUTURE SLAB. PENETRATIONS and. DEMOLITION of POST-TENSIONED FLOORS FUTURE SLAB PENETRATIONS and DEMOLITION of POST-TENSIONED FLOORS 1.0 INTRODUCTION Post-tensioned floor slabs in Australia and South East Asia are now universally regarded as the most cost effective form

More information

Certification: Building Plans Examiner. Exam ID: B3

Certification: Building Plans Examiner. Exam ID: B3 Certification: Building Plans Examiner Exam ID: B3 Scope: A Building Plans Examiner will be responsible for reviewing submitted plans to determine if they meet the requirements of the various Building

More information

Davit Systems and Outriggers

Davit Systems and Outriggers Safety From The Top Down Davit Systems and Outriggers Suspended Access Systems and Fall Protection Davits Overview Standards in the United States and Canada require a building to provide certified anchorages

More information

Weight Measurement Technology

Weight Measurement Technology Kistler-Morse (KM) introduced bolt-on weight measuring systems three decades ago. These devices featured Walter Kistler s invention, the Microcell. Over the years, many improvements were made to the Microcell

More information

Chapter. Earthquake Damage: Types, Process, Categories

Chapter. Earthquake Damage: Types, Process, Categories 3 Chapter Earthquake Damage: Types, Process, Categories Earthquakes leave behind a trail of damage and destruction. People s lives are affected by the loss of loved ones, destruction of property, economic

More information

Long Carbon Europe Sections and Merchant Bars. Slim Floor. An innovative concept for floors

Long Carbon Europe Sections and Merchant Bars. Slim Floor. An innovative concept for floors Long Carbon Europe Sections and Merchant Bars Slim Floor An innovative concept for floors Fire resistant Integrated Flexible Architectes Claude Vasconi et Jean Petit - Chambre de Commerce Luxembourg Contents

More information

FORMWORK INTRODUCTION

FORMWORK INTRODUCTION FORMWORK INTRODUCTION Formwork is a mould or open box, like container into which fresh concrete is poured and compacted. When the concrete is set, the formwork is removed and a solid mass is produced in

More information

1997 Uniform Administrative Code Amendment for Earthen Material and Straw Bale Structures Tucson/Pima County, Arizona

1997 Uniform Administrative Code Amendment for Earthen Material and Straw Bale Structures Tucson/Pima County, Arizona for Earthen Material and Straw Bale Structures SECTION 70 - GENERAL "APPENDIX CHAPTER 7 - EARTHEN MATERIAL STRUCTURES 70. Purpose. The purpose of this chapter is to establish minimum standards of safety

More information

Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Fig. 7.21 some of the trusses that are used in steel bridges

Design of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Fig. 7.21 some of the trusses that are used in steel bridges 7.7 Truss bridges Fig. 7.21 some of the trusses that are used in steel bridges Truss Girders, lattice girders or open web girders are efficient and economical structural systems, since the members experience

More information

SIKA AT WORK THE KAENG KRACHAN ELEPHANT HOUSE AT ZURICH ZOO

SIKA AT WORK THE KAENG KRACHAN ELEPHANT HOUSE AT ZURICH ZOO SIKA AT WORK THE KAENG KRACHAN ELEPHANT HOUSE AT ZURICH ZOO SIKA SYSTEMS FROM BASEMENT TO ROOF BASEMENT TO ROOF SOLUTIONS FOR ELEPHANT HOUSE AT ZURICH ZOO PROJECT DESCRIPTION The Kaeng Krachan Elephant

More information

Engineers, Civil Structural Survey

Engineers, Civil Structural Survey Engineers, Civil Structural Survey 317 STREET 0 6 3 6 0 886-1966 886-9165 FAX. September 1 1 Mr. Alan Bergren City Manager City of Norwich Broadway, Floor Norwich, 06360 Re: Limited Structural Condition

More information

Best Practice in Best Pra ctice in teel constr uction - onstr industrial B uildings esidential Buildings 01 Introduction 02 Key Design Factors

Best Practice in Best Pra ctice in teel constr uction - onstr industrial B uildings esidential Buildings 01 Introduction 02 Key Design Factors Best Practice in Steel Construction - Industrial Residential Buildings Contents The Steel Construction Institute (SCI) develops and promotes the effective use of steel in construction. It is an independent,

More information

How To Understand The World Trade Center'S Structural Design

How To Understand The World Trade Center'S Structural Design Emerging Technologies in Structural Engineering Proc. of the 9 th Arab Structural Engineering Conf., Nov. 29 Dec. 1, 2003, Abu Dhabi, UAE WORLD TRADE CENTER COLLAPSE, FIELD INVESTIGATIONS AND ANALYSES

More information

Foundation Experts, LLC Specializes in Foundation Repair and Waterproofing

Foundation Experts, LLC Specializes in Foundation Repair and Waterproofing 1 Most basements show some signs of leaking and cracking. Through the years, problems with water, poor soils, grading, drainage and possible settling affect the integrity of a basement. Being able to recognize

More information

First 14-storey wood building in the world at Bergen in Norway Premier bâtiment en bois à 14 niveaux au monde à Bergen en Norvège

First 14-storey wood building in the world at Bergen in Norway Premier bâtiment en bois à 14 niveaux au monde à Bergen en Norvège First 14-storey wood building in the world at Bergen in Norway R. B. Abrahamsen 1 First 14-storey wood building in the world at Bergen in Norway Premier bâtiment en bois à 14 niveaux au monde à Bergen

More information

TAX APPRAISAL DISTRICT OF BELL COUNTY STORES & COMMERCIAL IMPROVEMENT CLASSIFICATION GUIDE

TAX APPRAISAL DISTRICT OF BELL COUNTY STORES & COMMERCIAL IMPROVEMENT CLASSIFICATION GUIDE TAX APPRAISAL DISTRICT OF BELL COUNTY STORES & COMMERCIAL IMPROVEMENT CLASSIFICATION GUIDE 1/22/2008 1 STORES & COMMERCIAL BUILDINGS 1. General Construction Class Descriptions 2. Types a. Class A - Fireproofed

More information

Timber Frame Construction

Timber Frame Construction Timber Frame Construction Introduction Design and Detailing What is timber? Failure modes History of timber frame construction Forms of timber frame construction Live and dead loads Wind loads Roof construction

More information

College of Computing, Engineering & Construction Building Construction Management Course Descriptions

College of Computing, Engineering & Construction Building Construction Management Course Descriptions CATALOG 2010-2011 Undergraduate Information College of Computing, Engineering & Construction Building Construction Management Course Descriptions BCN101: Construction & Culture: A Built Environment An

More information

Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26

Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26 2014 HDR Architecture, 2014 2014 HDR, HDR, Inc., all all rights reserved. Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26 Brandon Chavel, PhD, P.E.,

More information

The Roskilde Domes 2011 and 2012

The Roskilde Domes 2011 and 2012 Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2013 BEYOND THE LIMITS OF MAN 23-27 September, Wroclaw University of Technology, Poland J.B. Obrębski and

More information

6 RETROFITTING POST & PIER HOUSES

6 RETROFITTING POST & PIER HOUSES Retrofitting Post & Pier Houses 71 6 RETROFITTING POST & PIER HOUSES by James E. Russell, P.E. 72 Retrofitting Post & Pier Houses Retrofitting Post & Pier Houses 73 RETROFITTING POST AND PIER HOUSES This

More information

LIGHT WEIGHT/LOW COST CONSTRUCTION METHODS FOR DEVELOPING COUNTRIES

LIGHT WEIGHT/LOW COST CONSTRUCTION METHODS FOR DEVELOPING COUNTRIES LIGHT WEIGHT/LOW COST CONSTRUCTION METHODS FOR DEVELOPING COUNTRIES Engr. Mazhar ul Haq Celpor Building Solutions Karachi PAKISTAN Engr. Alex Liew LCM Technologies SINGAPORE ABSTRACT: In this paper, the

More information

Field Damage Inspection and Static Load Test Analysis of Jiamusi Highway Prestressed Concrete Bridge in China

Field Damage Inspection and Static Load Test Analysis of Jiamusi Highway Prestressed Concrete Bridge in China Advanced Materials Research Vols. 163-167 (2011) pp 1147-1156 Online available since 2010/Dec/06 at www.scientific.net (2011) Trans Tech Publications, Switzerland doi:10.4028/www.scientific.net/amr.163-167.1147

More information

NCMA TEK CONCRETE MASONRY FOUNDATION WALL DETAILS. TEK 5-3A Details (2003)

NCMA TEK CONCRETE MASONRY FOUNDATION WALL DETAILS. TEK 5-3A Details (2003) NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONCRETE MASONRY FOUNDATION WALL DETAILS TEK 5-3A Details (2003) Keywords:

More information

foot skylight) is enough to knock a worker off their feet. A 10 mph wind gust on a 5 x 6 skylight develops a wind force of 270 lbs.

foot skylight) is enough to knock a worker off their feet. A 10 mph wind gust on a 5 x 6 skylight develops a wind force of 270 lbs. Skylight Installation Instructions This document provides instruction and guidelines for installation of both curb mount (CM) and self flashing (SF) unit skylights on flat, pitched (> or equal to 3/12

More information

Light Steel Modular Construction

Light Steel Modular Construction Technical Information Sheet ED014 Light Steel Modular Construction R M Lawson BSc PhD CEng MICE MIStructE MASCE ACGI This Information Sheet reviews the various forms of building modules constructed using

More information

Technical handbook Panel Anchoring System

Technical handbook Panel Anchoring System 1 Basic principles of sandwich panels 3 Design conditions 4 Basic placement of anchors and pins 9 Large elements (muliple rows) 10 Small elements (two rows) 10 Turned elements 10 Slender elements 10 Cantilevering

More information

Structural Failures Cost Lives and Time

Structural Failures Cost Lives and Time Structural Failures Cost Lives and Time Recent failures of storage bins, silos and other structures highlight the need to increase awareness of hazards associated with these structures. Since 2010, one

More information

CH. 2 LOADS ON BUILDINGS

CH. 2 LOADS ON BUILDINGS CH. 2 LOADS ON BUILDINGS GRAVITY LOADS Dead loads Vertical loads due to weight of building and any permanent equipment Dead loads of structural elements cannot be readily determined b/c weight depends

More information

SHARP. Focus. AESS serves as the focal point of a small eye-care office in Austin. BY BRIAN SAYRE, P.E., AND K. MARK MERRYMAN, P.E.

SHARP. Focus. AESS serves as the focal point of a small eye-care office in Austin. BY BRIAN SAYRE, P.E., AND K. MARK MERRYMAN, P.E. SHARP Focus BY BRIAN SAYRE, P.E., AND K. MARK MERRYMAN, P.E. AESS serves as the focal point of a small eye-care office in Austin. YOU COULD SAY THAT Eye Physicians of Austin had a clear vision for its

More information

Connection Solutions

Connection Solutions Connection Solutions DESIGN BUILD SYSTEM Connection Solutions for Cold formed Steel Construction Complies with; AS/NZS 4600:2005 AISI S100:2007 AS/NZ 1397 ASTM A653 DESIGN & BUILD SYSTEM FRAMECAD Construction

More information