Relationships Between Architectural and Structural Form
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The Making of the Sainsbury Centre the Making of the Sainsbury Centre
The Making of the Sainsbury Centre The Making of the Sainsbury Centre Edited by Jane Pavitt and Abraham Thomas 2 This publication accompanies the exhibition: Unless otherwise stated, all dates of built projects SUPERSTRUCTURES: The New Architecture refer to their date of completion. 1960–1990 Sainsbury Centre for Visual Arts Building credits run in the order of architect followed 24 March–2 September 2018 by structural engineer. First published in Great Britain by Sainsbury Centre for Visual Arts Norwich Research Park University of East Anglia Norwich, NR4 7TJ scva.ac.uk © Sainsbury Centre for Visual Arts, University of East Anglia, 2018 The moral rights of the authors have been asserted. All rights reserved. No part of this publication may be reproduced, distributed, or transmitted in any form or by any means, including photocopying, recording, or other electronic or mechanical methods, without the prior written permission of the publisher. British Library Cataloguing-in-Publication Data. A catalogue record is available from the British Library. ISBN 978 0946 009732 Exhibition Curators: Jane Pavitt and Abraham Thomas Book Design: Johnson Design Book Project Editor: Rachel Giles Project Curator: Monserrat Pis Marcos Printed and bound in the UK by Pureprint Group First edition 10 9 8 7 6 5 4 3 2 1 Superstructure The Making of the Sainsbury Centre for Visual Arts Contents Foreword David Sainsbury 9 Superstructures: The New Architecture 1960–1990 12 Jane Pavitt and Abraham Thomas Introduction 13 The making of the Sainsbury Centre 16 The idea of High Tech 20 Three early projects 21 The engineering tradition 24 Technology transfer and the ‘Kit of Parts’ 32 Utopias and megastructures 39 The corporate ideal 46 Conclusion 50 Side-slipping the Seventies Jonathan Glancey 57 Under Construction: Building the Sainsbury Centre 72 Bibliography 110 Acknowledgements 111 Photographic credits 112 6 Fo reword David Sainsbury Opposite. -
Exploring Skylines
Design Processes Architecture Gallery Activity Teacher’s Information Room 128 Materials wall E. Eden Project Biome (model), Nicholas Grimshaw & Partners, Lent by Grimshaw, RIBA: MOD/GRIM/1 D. Stansted Airport (Structural models) Lent by Arup Associates V&A: LOAN:ARUP.3-2003 C. St Mary’s Axe Foster & Partners, V&A: LOAN:FOSTER.1-2003 B. Sydney Opera House Wooden model of Jorn Utzon's design. RIBA Library Drawings Collection www.ribapix.com Use the object labels to find out more information about A. St Paul’s Cathedral the models and to see images Sir Christopher Wren of completed buildings. V&A: E.1195-1931 Architecture Gallery, Room 128, Level 4 The Architecture gallery features highlights from the world-class V&A and RIBA collections. On display are models, drawings, photographs and fragments of buildings from across the globe. In this gallery, students will be able to learn about different processes that architects have used to develop and present design ideas and get inspiration for their own projects. Key objects and processes that you could point out to students and explore together as a group are shown on the above map. They include: www.vam.ac.uk/schools 1 A. St Paul's Cathedral Drawing 1923-8 by R. B. Brook-Greaves (isometric projection) and W. Godfrey Allen London, England Pen and ink on paper, 3943 x 2747 mm Built 1675-1711 Given by Sir Mervyn Macartney Sir Christopher Wren (1632-1723) V&A: E.1195-1931 St Paul's Cathedral took 36 years to build. This magnificent drawing (which took draughtsmen more than four years to complete) shows how it is constructed. -
RIBA Annual Report 2019
A SUSTAINABLE FUTURE ANNUAL REPORT AND FINANCIAL STATEMENTS 31 DECEMBER 2019 RIBA was founded in 1834 for “the general advancement of civil architecture”. Our purpose is to deliver sustainable buildings and places, stronger communities and an inclusive environment for all. We rely on our members, supporters and charitable trading operations to make our work possible. We uphold the highest standards of professionalism and best practice. We value inclusion, collaboration, knowledge and progression, qualities that will enable our members to succeed, now and in the future. Our purpose is to deliver sustainable buildings and places, stronger communities and an inclusive environment for all. RIBA Annual Report and Financial Statements 2019 2 CONTENTS 1 2 A STRONG ORGANISATION A STRONG PROFESSION FOR WITH A BRIGHT FUTURE 10 A SUSTAINABLE SECTOR 20 Governance for a sustainable future 11 Leading the profession on climate 22 Maintaining financial strength 12 A Plan of Work for sustainable projects 23 A year of membership growth 13 Progress in continuing professional Supporting and developing our people 14 development 24 Digital investment for the long term 16 Creating new business for members 25 Becoming a truly global organisation 18 Fire safety for future generations 27 A brand for the future 19 Standing up for equality 28 Education for tomorrow’s profession 31 Engaging with architects everywhere 32 Setting the professional standard 37 3 4 A STRONG VOICE FOR FINANCIAL LASTING CHANGE 38 REVIEW 64 Speaking up for change 40 Financial review 64 Awards -
Chapter 2: TRUSS and ROOF TERMINOLOGY
Chapter 2: TRUSS AND ROOF TERMINOLOGY APEX: The highest point on a truss where the sloping top chords meet (Figures 3, 4 & 6). AXIAL FORCE: A push (compression) or pull (tension) acting along the length of a member. Usually measured in Newtons (N) or kiloNewtons (kN). (Figure 18) AXIAL STRESS: The axial force acting at a point along the length of a member, divided by the cross- sectional area of the member. Usually measured in MegaPascals (MPa) or Newtons per square millimeter (N/mm2). (Figure 18) BARGE BOARDS: Trim boards applied to gable ends of buildings. (Figure 2 & 10) BATTENS: Small-section timber members – usually 36x36 (See SANS 1783-4) spanning between trusses, connected to the top of the top chord of the truss and usually supporting a roof covering of tiles or slates (Figure 4). BATTEN CENTRES: The distance between centre lines of battens, measured along the slope of the top chord (Figure 8). BAY LENGTH: Also called PANEL LENGTH. In a truss this refers to the horizontal distance between the centres of joints or nodes in either the top or bottom chord. In a roof, it refers to the space between trusses, e.g. a single or double truss spacing where bracing occurs. (Figure 7 & 8) BRACED BAY: The space between 2 or more trusses in a roof section where bracing is positioned (Figure 2) BEAM: A solid or composite timber lintel that usually supports trusses or rafters. (Figure 11) BEAM POCKET: A void deliberately set into a wall to allow a beam, truss horn or floor truss to bear on the wall. -
Roof Truss – Fact Book
Truss facts book An introduction to the history design and mechanics of prefabricated timber roof trusses. Table of contents Table of contents What is a truss?. .4 The evolution of trusses. 5 History.... .5 Today…. 6 The universal truss plate. 7 Engineered design. .7 Proven. 7 How it works. 7 Features. .7 Truss terms . 8 Truss numbering system. 10 Truss shapes. 11 Truss systems . .14 Gable end . 14 Hip. 15 Dutch hip. .16 Girder and saddle . 17 Special truss systems. 18 Cantilever. .19 Truss design. .20 Introduction. 20 Truss analysis . 20 Truss loading combination and load duration. .20 Load duration . 20 Design of truss members. .20 Webs. 20 Chords. .21 Modification factors used in design. 21 Standard and complex design. .21 Basic truss mechanics. 22 Introduction. 22 Tension. .22 Bending. 22 Truss action. .23 Deflection. .23 Design loads . 24 Live loads (from AS1170 Part 1) . 24 Top chord live loads. .24 Wind load. .25 Terrain categories . 26 Seismic loads . 26 Truss handling and erection. 27 Truss fact book | 3 What is a truss? What is a truss? A “truss” is formed when structural members are joined together in triangular configurations. The truss is one of the basic types of structural frames formed from structural members. A truss consists of a group of ties and struts designed and connected to form a structure that acts as a large span beam. The members usually form one or more triangles in a single plane and are arranged so the external loads are applied at the joints and therefore theoretically cause only axial tension or axial compression in the members. -
Builder's Guide to Trusses
Table of Contents Roof Construction Techniques: Pro’s and Con’s . 2 Trusses: Special Benefits for Architects and Engineers . 4 Special Benefits for Contractors and Builders . 5 Special Benefits for the Owner. 5 How Does A Truss Work? . 6 Typical Framing Systems. 8 Gable Framing Variations . 11 Hip Set Framing Variations . 13 Additional Truss Framing Options Valley Sets . 15 Piggyback Trusses . 17 Typical Truss Configurations . 18 Typical Truss Shapes. 20 Typical Bearing / Heel Conditions Exterior Bearing Conditions. 21 Crushing at the Heel . 22 Trusses Sitting on Concrete Walls . 22 Top Chord Bearing. 23 Mid-Height Bearing . 23 Leg-Thru to the Bearing. 23 Tail Bearing Tray. 24 Interior Bearing Conditions . 24 Typical Heel Conditions. 25 Optional End Cosmetics Level Return. 25 Nailer . 25 Parapet. 26 Mansard . 26 Cantilever. 26 Stub . 26 Bracing Examples . 27 Erection of Trusses . 29 Temporary Bracing . 30 Checklist for Truss Bracing Design Estimates . 32 Floor Systems . 33 Typical Bearing / Heel Conditions for Floor Trusses Top Chord, Bottom Chord, and Mid-Height Bearing. 34 Interior Bearing Conditions . 35 Ribbon Boards, Strongbacks and Fire Cut Ends . 36 Steel Trusses . 37 Ask Charlie V. 38 Charlie’s Advice on Situations to Watch Out for in the Field. 41 Glossary of Terms. 42 Appendix - References. 48 1 Builders, Architects and Home Owners today have many choices about what to use in roof and floor systems Traditional Stick Framing – Carpenters take 2x6, Truss Systems – in two primary forms: 2x8, 2x10 and 2x12 sticks of lumber to the job • Metal Plate Connected Wood Trusses – site. They hand cut and fit this lumber together Engineered trusses are designed and into a roof or floor system. -
Dossier 2021Award.Pdf
Contents Fundació Mies van der Rohe The Pavilion The Prize Organisation Role of the Nominators Criteria for the Proposal of Works General Information Proposal Procedure For more information, please contact Ivan Blasi, EUMiesAward Coordinator Jordi García, EUMiesAward Secretary Fundació Mies van der Rohe Provença 318, pral. 2 08037 Barcelona e-mail: [email protected] phone: +34 932 151 011 www.eumiesaward.com Fundació Mies van der Rohe Fundació Mies van der Rohe is a platform whose core mission is to inspire through architecture. It encourages and sponsors activities related to good architecture on the basis of the values represented by Ludwig Mies van der Rohe, advocating its role as a strategic thrust for the improvement of our cities – the quality of life of our people and their cultural enrichment. The Pavilion The Foundation has also been a driving force behind the Pavilion, originally built by Mies van der Rohe himself in Barcelona for the 1929 International Exposition, a veritable living icon of global significance, regarded as one of the four canonical works of modern architecture. This symbol has become an obligatory destination for architects from around the world and all those who appreciate rigour and quality. The programme of interventions in the Pavilion has created a highly valuable space for cultural exchanges, research, opportunities and international visibility for emerging architectural and artistic talents. The Prize The Foundation has organised the prestigious “European Union Prize for Contemporary Architecture – Mies van der Rohe Award” with the support of the European Commission since 1988. It allows a unique insight into the evolution of architecture in Europe over the past 32 years. -
Oxford Map V3
NR No 29, known as Green House, was built SG EP for the idealist philosopher and liberal TH NORTH Green. A fellow of Balliol, he died a year ST GILES AND TO THE EAST EAST OF PARKS ROAD SPSJ St Philip and St James. The grand later, aged 45. NP&EL Nuclear Physics and Engineering BD Go through the gate opposite Keble, parish church for the new residential JT Radiohead were first signed to a Labs. Arup’s fan-shaped nuclear and turn right at TG Jackson’s joyously developments in north Oxford. Built by record label after a gig at the Jericho accelerator can be enjoyed for its purely inappropriate Electrical Laboratory (EL), GE Street (1860-6) in doctrinal Gothic Tavern in 1991; other bands local to the sculptural qualities, while the surfaces, with its garlanded centrepiece Revival, but it’s hard not to be impressed town include Ride and Supergrass. compared to Martin’s contemporary (1908-10). Following the route through by the scale and complete authority of RO The Radcliffe Observatory is arguably Brutalist work, are positively ornamental stodgy neo-Georgian, Hawkins Brown’s its execution. the most beautiful such building ever (1971-6) SG:BA Impressive late 17th-century design Biochemistry Department appears as an NME Suburban Gothic. An important constructed. A defining work of English MI Tastefully done modernist Maths explosion of colour. (Limited access) early example of the centrally planned Neoclassicism, it was built by Institute from 1964-6, following the one on the corner, set back a little for UM University Museum (1855-60). -
UK Pavilion, Expo '92, Seville Architect: Nicholas Grimshaw & Partners Ltd
THE ARUP JOURNAL AUTUMN 1992 ARUJP Front cover: View from beneath canopy suspended from fac;;ade of Pabellon del Future, Expo '92, Seville (Photo: Fernando Alda) THEARUP Back cover: JOURNAL The UK Pavilion (Photo: Reid & Peck) Vol.27 No.3 Editor: Autumn 1992 David J . Brown Published by Art Editor: Ove Arup Partnership Desmond Wyeth FCSD 13 Fitzroy Street, Deputy Editor: London W1P 680 Helene Murphy 3 UK Pavilion, Ove Arup & Partners were the structural and services engineers for the Expo '92, Seville UK Pavilion, Expo '92 in Seville. This was constructed to conform with Ian Gardner, David Hadden 'The Age of Discovery' theme. 8 Frankfurt School Arup Associates prepared a design for a day care centre in Frankfurt. Greg Pearce, Peter Warburton one of the objectives being to achieve a 'low entropy' building. 9 Usine Thomson CSF The brief for the Thomson Factory, 15km south west of Paris, required Richard Hough, John Hewitt open spaces, a clear approach to circulation and scope for future expansion. Ove Arup & Partners International Ltd. were subcontractors to Renzo Piano Building Workshop for the superstructure. 10 Usine l'Oreal The new production and administrative headquarters building for Richard Hough, Mike Santi French cosmetics manufacturer l'Oreal in north-eastern Paris was carefully planned for an owner-occupier client. Ove Arup & Partners International Ltd. were bureau d 'etudes for the steel superstructure. 14 'II Grande Blgo', Genoa The Bigo. built to celebrate the Columbus quincentenary, is now a Peter Rice, Alistair Lenczner well-known Genoese landmark, for which Ove Arup & Partners International Ltd. were design engineers. -
Award Steering Committee
Aga Khan Award for Architecture 2 0 1 6 AWARD STEERING COMMITTEE His Highness the Aga Khan, Chairman. David Adjaye is founder and principal architect of Adjaye Associates, which was established in June 2000 and currently has offices in London, New York, and Accra. He was born in Tanzania in 1966. After gaining a Bachelor of Architecture from London South Bank University, he graduated with a master’s degree in architecture from the Royal College of Art in 1993, where he won the RIBA Bronze Medal. His completed works include: the Sugar Hill affordable housing project in Harlem, New York City (2015); two community libraries in Washington DC (2012); the Moscow School of Management SKOLKOVO (2010); The Nobel Peace Centre in Oslo (2005); the Museum of Contemporary Art in Denver (2007); and the Idea Stores (libraries) in London’s Tower Hamlets (2005). The practice is currently engaged in the Smithsonian Institution’s National Museum of African American History and Culture in Washington D.C, due to open in 2016. Mr. Adjaye’s belief in working together with partners has led to a number of notable collaborations on both building projects and exhibitions. His photographic survey of 52 cities across the continent of Africa, Urban Africa, exhibited at the Design Museum London (2010), has shifted the understanding of Africa’s metropolitan centres. His first midcareer retrospective exhibition, entitledMaking Place: The Architecture of David Adjaye, is currently running at the Art Institute of Chicago. Mr. Adjaye is currently the John C. Portman Design Critic in Architecture at Harvard University. He is a RIBA Chartered Member, an AIA Honorary Fellow, a Senior Fellow of the Design Futures Council and a Foreign Honorary Member of the American Academy of Arts and Letters. -
Tom Porter, John Neale: Architectural Supermodels
Tom Porter, John Neale: Architectural Supermodels - Physical Design Simulation, Architectural Press, 2000 RA Biography, abridged by Humphrey Waterhouse from Chapter 4, ‘Architectural Supermodels - Physical Design Simulation’ Richard Armiger: Network Modelmakers After studying sculpture in his native Baltimore, Richard Armiger worked for a spell as a photographer in the Boston-based Cambridge Seven Associates [1]. Here, he became intrigued by the architects’ approach to design and especially, their use of crude but honest models to develop three-dimensional ideas. Later, he left for England to study modelmaking at the Kent Institute of Art & Design under George Rome Innes [2]. Then followed a period making in-house models for Casson Conder Architects [3], Arup engineers and BBC Special Effects before setting up his London firm Network Modelmakers in 1983. Armiger is justifiably proud of his art background and sees architectural modelmaking as a perfect marriage between sculpture and architecture. A model can be considered a piece of sculpture, i.e., as being inspirational, representative and true to material. Furthermore, the issues that apply to sculpture such as innovation, materiality and symbolism – can also apply. He strives to achieve models that are unique to each architect and inspirational to each project. His artistic approach – often made keener by the leanness of budgets and tightness of deadlines – does not confine him to one or two clients. Rather, his client portfolio is composed of an impressive array of the more adventurous practices including those headed by David Chipperfield, Jan Kaplicky [4], John Pawson, Nicholas Grimshaw, John McAslan etc., and each of them will request, even demand, that their project be given a singular individuality. -
Building Structures Fundamentals of Crossover Design
Building Structures Fundamentals of Crossover Design REVISED EDITION By Nawari O. Nawari and Michael Kuenstle University of Florida Cover image digitally rendered by Audrey M. Gutierrez. Bassim Hamadeh, CEO and Publisher Christopher Foster, General Vice President Michael Simpson, Vice President of Acquisitions Jessica Knott, Managing Editor Kevin Fahey, Cognella Marketing Manager Jess Busch, Senior Graphic Designer Zina Craft, Acquisitions Editor Jamie Giganti, Project Editor Brian Fahey, Licensing Associate Copyright © 2013 by Cognella, Inc. All rights reserved. No part of this publication may be reprinted, reproduced, transmit- ted, or utilized in any form or by any electronic, mechanical, or other means, now known or hereafter invented, including photocopying, microfilming, and recording, or in any information retrieval system without the written permission of Cognella, Inc. First published in the United States of America in 2013 by Cognella, Inc. Trademark Notice: Product or corporate names may be trademarks or registered trademarks, and are used only for identification and explanation without intent to infringe. Image attributions: 1.2g (Eurico Zimbres); 1.3b (Fir0002/Flagstaffotos); 1.4b (Fred Hsu); 1.4l (Beast from the Bush); 1.4n (Mgv81); 1.27b (Cédric Thévenet); 1.32c (Steve F.); 1.35a-c (Copyright © by Rowell Brokaw Architects); 1.36a (Copyright © 2010 by Todd Eberle); 1.36b-c (Copyright © 2010 by Studio Daniel Libeskind); 1.38 (Copyright © by ArchDaily. Reprinted with permission.); 5.33b (Copyright © 2011 by American Institute of Steel Construction); 6.1a (Tropenmuseum of the Royal Tropical Institute (KIT)); 6.5a (David Wright); 7.5 (Ad Meskens); 10.4a (Copyright © 2011 by American Institute of Steel Construction); 11.2 (Sailko); 11.61 (Copyright © 2011 by American Institute of Steel Construction).