SCI P103: Electric lift installations in steel frame buildings

Lift installations in steel frame buildings are conventionally supported either directly by the steel frame, or by concrete floors which in turn transmit the loading onto the frame. Whilst the frame and lift installation are separate and distinct packages, the detail of each can have a significant effect on the cost, buildability, programming and performance of the other.
This publication is the result of a joint initiative from the UK lift and steel industries. It continues a programme of research initiated by the Steel Construction Review and carried out by The Steel Construction Institute into building interfaces. It incorporates the studies on the interface requirements of standard lift installations, carried out by The National Association of Lift Makers (NALM) through the NALM Forum.
The publication provides an overview of standard electric lift installations of the type normally used in steel frame buildings. It appraises and recommends various methods of attaching guide rails, landing doors and other items of lift equipment to the building. The document also recommends acceptable guide rail spans for lifts of various speeds, deflection limits for guide rails and their supporting structure and design loads for structural elements supporting the lift installation. It provides a basis for standardising key design details, and where necessary will assist building designers to develop structural components and construction details in advance of a lift supplier being appointed.
The publication is written for use by architects, engineers, steelwork contractors, lift engineers, site managers, clients and developers.

Concrete Masonry Homes: Recommended Practices

Concrete Masonry Homes: Recommended Practices was developed as a guideline for using concrete masonry in the construction of homes in the United States. This document was prepared in response to previous research efforts funded by the U.S. Department of Housing and Urban Development (HUD), the National Concrete Masonry Association (NCMA), and the Portland Cement Association (PCA). The previous years’ research efforts focused on constructing two demonstration homes to help identify key issues builders face when constructing homes with concrete masonry, especially homes with above-grade walls in nontraditional masonry markets. The results of that study are documented in Building Concrete Masonry Homes: Design and Construction. The connection of various materials and products to concrete masonry walls was one key issue identified by the study, particularly in regions unfamiliar with concrete masonry construction.
This document focuses primarily on the attachment of common residential materials and elements to concrete masonry wall construction. The installation of certain materials or products commonly affects the installation of other materials or elements; in addition, tools and fasteners used for one type of application may be used for another. Needless to say, materials and elements may be installed in many possible combinations. In an effort both to present an abundance of information in a concise manner and limit the amount of cross-referencing between fact sheets, this document is divided into seven fact sheets as listed below. Each fact sheet focuses on a specific type of connection or attachment. The first three fact sheets primarily address structural connections, the fourth focuses on common finishes that may be used on CMU walls, the fifth deals with thermal aspects of CMU construction, the sixth concentrates on utility placement alternatives, and the seventh considers common tools and fasteners used to install the items discussed in the previous fact sheets.
FS·1, Foundation Connections
FS·2, Floor Connections
FS·3, Roof Connections
FS·4, Finish Attachments
FS·5, Insulation Placement
FS·6, Utility Placement
FS·7, Tools and Fasteners
To gain a greater understanding of residential concrete masonry construction and the various possible combinations for the installation of materials and elements, the reader is encouraged to read the entire document and determine, well before the design stage, which issues are of primary importance and how the selected priority items affect other elements of construction. For example, insulation is not shown in the illustrations found in Fact Sheets 1 through 4; the reason is that various alternatives concerning insulation placement, if required by local code, are covered in Fact Sheet 5. By combining the information presented in Fact Sheets 1 through 4 with that found in Fact Sheet 5, a CMU wall may be constructed to meet local energy code requirements, as applicable. In addition, by reading the information presented in Fact Sheet 6, the reader can determine how the choice of insulation placement determines the installation of utilities. Finally, by reading Fact Sheet 7, the reader can identify what tools and fasteners are needed during construction based on the required types of attachments.

Loadbearing brickwork crosswall construction

An introduction to soil mechanics and foundations, 3rd edition

Handbook of Ecological Restoration

The two volumes of this handbook provide a comprehensive account of the emerging and vibrant science of the ecological restoration of both habitats and species. Ecological restoration aims to achieve complete structural and functional, self-maintaining biological integrity following disturbance. In practice, any theoretical model is modified by a number of economic, social and ecological constraints. Consequently, material that might be considered as rehabilitation, enhancement, re-construction or re-creation is also included. Principles of Restoration defines the underlying principles of restoration ecology, in relation to manipulations and management of the biological, geophysical and chemical framework. The accompanying volume, Restoration in Practice, provides details of state-of-the-art restoration practice in a range of biomes within terrestrial and aquatic ecosystems. The Handbook of Ecological Restoration will be an invaluable resource to anyone concerned with the restoration, rehabilitation, enhancement or creation of habitats in aquatic or terrestrial systems, throughout the world.

API - Recommended Practice for Design and Installation of Offshore Production Platform Piping Systems

Scope. This document recommends minimum requirements and guidelines for the design and installation of new piping systems on production platforms located offshore. The maximum design pressure within the scope of this document is 10,000 psig and the temperature range is -20’F to 650’F. For applications outside these pressures and temperatures. special consideration should be given to material properties (ductility, carbon migration, etc.). The recommended practices presented are based on years of ex erience in developing oil and gas leases. Practically alrof the offshore experience has been in hydrocarbon service free of hydrogen sulfide. However, recommendations based on extensive experience onshore are included for some as cts of hydrocarbon service containing hydrogen suEde.
a This document contains both general and specific information on surface facility piping systems not specified in. API Specification 6A. Sections 2, 3 and 4 contain eneral information concerning the design and appfication of pipe, valves, and fittings for typical processes. Sections 6 and 7 contain general information concerning installation, quality
control, and items related to piping systf?ms, e.g.. insulation, etc. for typical processes. Section 5 contains specific information concerning the design of articular piping systems including any deviations sections.
b. Carbon steel materials are suitable for the majority of the piping systems on productipn platforms. At least one carbon steel material recommendation is included for most applications. Other materials that may be suitable for platform piping systems have not been included because they are not generally used. The following should be considered when selecting materials other than those detailed in this RP.
(i) Type of service.
(2) Compatibility with other materials.
(3) Ductility.
(4) Need for special welding procedures.
( 5 ) Need for special inspection, tests, or quality control.
(6) Possible misapplication in the field.
(7) Corrosionlerosion caused by internal fluids andlor marine environments.