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Used in the specimen was supplied by Wheeling Corrugating. Fatigue testing was conducted to Headed shear studs were welded through the deck into the top flange and a concrete deck placed to create a composite system. ... Content Retrieval
Tech 2 Report - Penn State College Of Engineering
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Stonecutters Bridge (Traditional Chinese: 昂船洲大橋; Simplified Chinese: 昂船洲大桥; Cantonese Yale: ngong5 syun4 jau1 daai6 kiu4; Pinyin: áng chuán chòng dà qiáo) is a high level cable-stayed bridge which spans the Rambler Channel in Hong Kong, connecting Nam Wan Kok, Tsing Yi Island and Stonecutters Island. It will have the second longest cable-stayed span in the world. The approaches at Tsing Yi and Stonecutters Island are located near Container Terminal 9 and Container Terminal 8, respectively. Construction commenced on 27th April, 2004 and is expected to be completed in June 2008 by Maeda--Hitachi--Yokogawa--Hsin Chong Joint Venture. It costs HK$ 2,760 million. The bridge is part of Hong Kong's Route 8, connecting Sha Tin, Cheung Sha Wan, Tsing Yi Island, Ma Wan and Lantau Island. Other major constructions along the route are Nam Wan Tunnel (under-construction), Eagle's Nest Tunnel (under-construction), Sha Tin Heights Tunnel (under-construction), Tsing Ma Bridge (completed in 1997) and Kap Shui Mun Bridge (completed in 1997). As a result of the difficulty of constructing this bridge, the project was featured on the Discovery Channel's Extreme Engineering series in 2006. The bridge spans 1.6 km, with 3 lanes in each direction. It is a cable-stayed bridge with two bridge towers, one on Tsing Yi Island and the other on Stonecutters Island. With a main span of 1,018 m, Stonecutters Bridge will have the longest cable-stayed span in the world, until the Sutong Bridge is completed about a year later. The design concept for the bridge was procured by Highways Department in Hong Kong through an international design competition and the winning scheme by a group consisting of Halcrow Group, Flint & Neill Partnership, Dissing + Weitling and Shanghai Municipal Engineering Design Institute was selected as the Reference Scheme for the further design development. A group led by Ove Arup & Partners with COWI A/S as main sub-consultant has carried out the further design development of the Reference Scheme and the detailed design that followed. The concept is for a cable-stayed bridge with a twin aerodynamic deck suspended from two 295m-high single pole towers. These towers will have bases measuring 24m x 18m tapering to 7m diameter at the top, and the deck will allow a navigation clearance of 73.5m over the full entrance to the Container Port. The two towers will be in concrete until level +175m and in composite construction consisting of an inner concrete ring with a stainless steel skin for the top 120m. The original concept had a conventional steel structure above level +175m but Arup found that this configuration would be too lively and lead to unacceptable vibrations of the stay cables. Using a heavier composite section instead of a pure steel structure solved this problem. For reasons of durability and to enhance the appearance, further studies concluded that the tower skin should be fabricated from a duplex stainless steel (grade 1.4462 to BSEN10088) with a shot peened surface finish. The deck itself will be made of steel in the main span and of concrete in the side spans. The tower foundations will be located within 10m of the seawall on either side of the Rambler Channel, close to the back-up land next to CT8 and CT9. Their proximity to the channel necessitated ship impact testing and modeling. Geotechnical centrifuge testing was conducted using a 1:200 scale model of a vessel bow section and seawall within a container. The Hong Kong region is susceptible to very strong typhoon winds, a fact that is being taken into account in the design of the bridge. In October 2002 a 50m mast was erected at the site to measure the speed, direction and turbulence of winds in the area. Readings, which will continue until at least January 2004, are transmitted in real-time to an offsite location for further analysis. In particular, the stability of the 509m-long cantilevers during construction required special consideration in the design. Although the Hong Kong design standards contain severe requirements for wind loading then it is essential for a project of this scale and nature that the wind climate of the actual site is taken into account in the design. PLease have look more information
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Wheeling Corrugating Co., Div. of Wheeling-Pittsburgh Steel Corp. ROOF DECK. Steel Roof Deck: Fabricate panels conforming to SDI Publication No. 28 "Specifications and Commentary for Steel Roof Deck" and the following: Composite Steel Floor Deck: Fabricate panels, ... Read Document
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05 31 23 Steel Roof Decking 110811
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Achieves its downward load and diaphragm load capacities through composite action. deck with the alkaline constituents in Portland cement. This is a chemical bond. Wheeling Corrugating Company Tensilvent ... View Doc
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Steel Floor and Form Units* — Composite or noncomposite, 3 in. deep, 20 MSG fluted or 20/20 MSG cellular, DECK WEST INC — 36 in. wide Type 3-DW. Page 1 of 2. H H ROBERTSON — Type QL-99, OF WHEELING CORRUGATING CO — Type P31LF. 4. ... Read Document
05310 Steel deck
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Vertical Load Data - Welcome To Siplast
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