Any structural system in service is subject to age-related deterioration, leading to potential concerns regarding maintenance, health & safety, environmental and economic implications. Condition Assessment of Aged Structures is an invaluable, single source of information on structural assessment techniques for marine and land-based structures such as ships, offshore installations, industrial plant and buildings. Topics covered include:
- Current practices and standards for structural condition assessment
- Fundamental mechanisms and advanced mathematical methods for predicting structural deterioration
- Residual strength assessment of deteriorated structures
- Inspection and maintenance of aged structures
- Reliability and risk assessment of aged structures
Professionals from a broad range of disciplines will be able to gain a better understanding of current practices in the field, how to apply the latest advanced design and development technologies in condition assessment, and what future trends might be.
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Single Footing Design - Telecom, Transmission & Guyed Tower & Pole - TIA 222F & ACI
Its a Excel Sheet for Single Footing Design for Telecomm, Transmission & Guyed Tower & Pole according TIA 222F & ACI. Prepared by Engr Jemi Astimo (Tower design Engineer in Indonesia, Good designer). Slight modification has been made afterwards.
Here Geotechnical Design of Footing has been considered mainly. Not structural Design, as Single footing of Telecomm tower/Pole is designed considering upward force and sliding force, rather than traditional downward force.
Excel sheet or computer program is not always available for single footing design is placed considering uplift and shliding force.
If you have time then review and post comment. Everyone will be helped.
Anyway, Structural Design of footing is normal. Though attaching another excel sheet for footing structural design by daniel T Li. U can se that Excel sheet made by Daniel T Li is not all time fit for all types of footing, specially footing with uplift force and sliding.
Daniel T Li didn't made any check for uplift force and sliding.. Another excel file has been added to remove excel cell password. One Prokon Single footing file has been added... which will show same result as well with the excel sheet.
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By: Stephen P. Timoshenko S.Woinowsky- Kreiger
Paperback: 568 pages
Publisher: McGraw Hill Higher Education; 2nd edition (April 1, 1964)
Language: English
ISBN-10: 0070858209
ISBN-13: 978-0070858206
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SAFE is the ultimate tool for designing concrete floor and foundation systems. From framing layout all the way through to detail drawing production, SAFE integrates every aspect of the engineering design process in one easy and intuitive environment. SAFE provides unmatched benefits to the engineer with its truly unique combination of power, comprehensive capabilities, and ease-of-use.
Laying out models is quick and efficient with the sophisticated drawing tools, or use one of the import options to bring in data from CAD, spreadsheet, or database programs. Slabs or foundations can be of any shape, and can include edges shaped with circular and spline curves.
Post-tensioning may be included in both slabs and beams to balance a percentage of the self-weight. Suspended slabs can include flat, two-way, waffle, and ribbed framing systems. Models can have columns, braces, walls, and ramps connected from the floors above and below. Walls can be modeled as either straight or curved.
Mats and foundations can include nonlinear uplift from the soil springs, and a nonlinear cracked analysis is available for slabs. Generating pattern surface loads is easily done by SAFE with an automated option. Design strips can be generated by SAFE or drawn in a completely arbitrary manner by the user, with complete control provided for locating and sizing the calculated reinforcement. Finite element design without strips is also available and useful for slabs with complex geometries
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this is NAUTILUS87, i would like to request the following book
Book: MATLAB Guide to Finite Elements: An Interactive Approach [With CDROM]
Author: Peter Issa Kattan
ISBN: 3540438742
ISBN-13:9783540438748 , 978-3540438748
Binding: Hardcover
Publishing Date: Mar 2003
Publisher: Springer
Number of Pages: 385
If anyone is having this book or an scanned version of it .... please iplease upload the book . The book is excellant and provides and interactive approach to finite element programming on matlab .
the Publishers of the book are springer ...if u anyone is able o find this book please post it here ...
Seismic Story Drift Analysis - IBC 2000, 2003 & 2006
I didn't make this spreadsheet and I've not tested.
Is your responsability check the calculus.
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I didn't make this spreadsheet and I've not tested.
Is your responsability check the calculus.
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BEAMANAL - Single Span and Continuos Beam Analysis V1.1
I didn't make this spreadsheet and I've not tested.
Is your responsability check the calculus.
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Description
Burj Khalifa known as Burj Dubai prior to its inauguration, is a skyscraper in Dubai, United Arab Emirates, and the tallest man-made structure ever built, at 828 m (2,717 ft). Construction began on 21 September 2004, with the exterior of the structure completed on 1 October 2009. The building officially opened on 4 January 2010.The building is part of the 2 km(490-acre) flagship development called Downtown Burj Khalifa at the "First Interchange" along Sheikh Zayed Road, near Dubai's main business district.
The tower's architecture and engineering were performed by Skidmore, Owings, and Merrill of Chicago. Adrian Smith, who started his own firm in 2006, was the chief architect, and Bill Baker was the chief structural engineer for the project. The primary contractor was Samsung C&T of South Korea, who also built the Taipei 101 and Petronas Twin Towers.[12] Major subcontractors included Belgian group Besix and Arabtec from the UAE. Turner Construction Company was chosen as the construction project manager.[13] Under UAE law, the Contractor and the Engineer of Record, Hyder Consulting, is jointly and severally liable for the performance of Burj Khalifa.
The total cost for the Burj Khalifa project was about US$1.5 billion; and for the entire new "Downtown Dubai", US$20 billion. Mohamed Ali Alabbar, the Chairman of Emaar Properties, speaking at the Council on Tall Buildings and Urban Habitat 8th World Congress, said in March 2009 that the price of office space at Burj Khalifa had reached US$4,000 per sq ft (over US$43,000 per m2) and that the Armani Residences, also in Burj Khalifa, were selling for US$3,500 per sq ft (over US$37,500 per m2).
The project's completion coincided with a worldwide economic slump and overbuilding, and it has been described as "the latest ... in string of monuments to architectural vacancy."With Dubai itself mired in a deep financial crisis that forced it to seek repeated billion-dollar bailouts from its oil-rich neighbor Abu Dhabi, the opening ceremony and surprise renaming of the tower to Burj Khalifa, after UAE President Khalifa bin Zayed Al Nahyan, has been viewed by observers as an "attempt to boost confidence in Dubai by showing who is backing Dubai.
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