if any of you wants to tell us about your job & income also your country ....
for example:
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Introduction to International health and safety at work.
Author: Hughes, P. W and Ferret, E. | Size: 27.74 MB | Format:PDF | Year: 2010 | pages: 229 | ISBN: 9780080966366
The handbook is for construction professionals and students on NEBOSH International certificate in occupational safety and health, or other occupational safety and health courses. Covers accident recording and reporting, the hazards associated with movement of people, manual and mechanical handling, work equipment, electrical hazards, chemicals, fire hazards, and construction activities. Each chapter is supported with revision questions, and there are some specimen answers to help students prepare for the final exam.
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Abstract
Raises health awareness and handling precautions. Looks at the contractual and technical importance of making valid test cubes. Provides details of requirements for cube moulds, compacting equipment and facilities for storing, curing and transporting cubes. Techniques for compacting, handling, demoulding and referencing test cubes are also described.
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Abstract
Raises health awareness and looks at the techniques for forming a sound construction joint (day joint) at the end of a concrete pour. Emphasises the importance of achieving a good bond and explains how up-to-date technology and materials can produce a key that is both mechanically and visually acceptable for horizontal and vertical surfaces. Some traditional methods are revealed as malpractices
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Abstract
Reviews the range of concrete foundation types available for houses and gives general guidance on the choice of the most reliable foundation in any situation. Makes particular reference to the hazards inherent in the past usage of a site and in certain types of soil, and gives advice on how these hazards may be overcome. Information on concrete mix design and site practice is included
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Author: Read, R. E. H. and Hinkley, P. L | Size: 0.29 MB | Format:PDF | Year: 1980 | pages: 4
Abstract
Discusses possible ignition and extensive flame spread over the external surface caused by heat radiated by a fire in an adjacent building (or another part of the same building) and by flying burning brands; and the risk that once a roof has been ignited on the outside, the fire will penetrate the inside of the building. Also looks at the need to prevent a fire inside a building spreading to a nearby building or an upper part of the same building.
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Dear member.
Where I can get scholarship for Graduated program. Now I'm in 6th semester and I want to continue my study abroad(I'm from Indonesia). I think America or Europe is good choice.
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A large percentage of the bridges built in California are prestressed, post-tensioned type structures. As a bridge engineer working for the Divisions of Structure Construction, you should understand the construction principles relating to prestressed, post-tensioned bridge construction.
This Prestress Manual has been compiled to provide the field engineer with the necessary information and the background to perform three basic duties:
1. Check the contractor’s working drawings.
2. Provide thorough and complete inspection during the construction of the bridge with respect to the prestressing operation.
3. Understand and enforce Section 50 titled “Prestressing Concrete” of the Standard Specifications and any pertinent references.
The information included herein is to be considered as both a reference and guideline for structure representatives and assistant structure representatives. This manual should be reviewed both prior to working drawing review and during the prestressing operation. This manual should be available to the field engineer during the post-tensioning operation.
This manual, along with good communication between the structure representative, Structure Design, Materials Engineering and Testing Services (METS), and the contractor, will provide a finished product consisting of sound structural integrity with a minimal amount of construction related problems.
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DESIGN OF ALL-BOLTED EXTENDED DOUBLE ANGLE, SINGLE ANGLE, AND TEE SHEAR CONNECTIONS
Author: PERRY GREEN, THOMAS SPUTO, ADAM HIGGINS | Size: 4.7 MB | Format:PDF | Publisher: AISC | Year: 2005 | pages: 430
This report presents a methodology for the design of all-bolted extended double angle, single angle, and tee shear connections. The report covers only the design of extended connections that involve beams and girders, but the principles set forth can be applied to connections to columns as well. Current steel connection design methodologies do not have standards for the design of extended connections which do not require that the beam be coped to allow clearance for the girder flange. Coping is an expensive and time consuming process which fabricators like to avoid if at all possible. Extended connections are a practical way to avoid coping. Using basic mechanics and code specific equations, a practical design for all-bolted extended shear connections can be derived. The derived methodology is used to formulate design tables that simplify the process. This report includes examples of how to use the design tables to design allbolted extended connections. The tables include design resistances for a wide range of angle and tee materials and bolts diameters, as well as different connection types.
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