BEHAVIOUR OF COLD FORMED STEEL UNDER AXIAL COMPRESSION FORCE
A project report submitted in partial fulfillment of the requirements for the award of the degree of Master of Engineering (Civil – Structure)
Faculty of Civil Engineering University Technology of Malaysia
NOVEMBER, 2008
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hi frds!!
here is a Slab design sheet as per IS 456-2000 (Indian code)
in this excel prog we can design both 2 way and 1 way slab.
if u find any modification is required thn plz inform me ..
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One of the best PDF reader. More light than Adobe Acrobat.
Include patch-keygen.
"for testing purposes".
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A Practical Guide to Design, Production and Maintenance for Engineers and Architects.
Author: Patrick Lavin
Publisher: Spon Press; 1 edition (April 18, 2003)
463 pages - 37.6 MB
This is my first post, Sorry for the inconvenience.
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In my office we are using a very old software to design PT slabs called PostX.
We think its about time to use something modern.
Postx analyze and design using the equivalent frame method.
It is important to us the the new software will be able to use that method in addition to the FEM.
funny that before the FEM the only procedure to calculate PT slabs was with the EFM.
Now you design with EFM, check your analysis in FEM and add cables where you see some stresses that are of limits.
So using FEM you are less economic.
Anyway, I know four software's:
1. adapt
2. safe
3. cedrus
4. rapt
Up until about 1960, many field-bolted moment connections were of the split tee-stub type (Fig. 1). These connections were used in power house construction, in multistory office buildings and other structures where moment capacity was required between beams and columns. They served well, and thousands are still doing their duty reliably in some of our older structures.
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Who have a boo'k "Application of Finite Element Method " and "Movable Bridge Structure". I don't know sure about the tiittle. Please Healp me. Thank you
Lea's Chemistry of Cement and Concrete, Fourth Edition
Lea's Chemistry of Cement and Concrete, Fourth Edition by F. M. Lea
Publisher: Butterworth-Heinemann; 4 edition (January 29, 2004) | ISBN: 0750662565 | Pages: 1092 | PDF | 66.12 MB
The cement industry itself has changed on the world stage, and there have been major improvements in the manufacturing process and quality control leading to a more uniform product. With the significant growth of the ready mixed and precast concrete industries over the past 40 years, customer demand has also changed (e.g. higher early strength for precasting). Finally in this Hst of changes in a changing world, the attitude of the ultimate customers for cement and concrete - the owners of structures - has been conditioned by the growing concern about durability. The somewhat disappointing durability performance of a proportion of the vast numbers of concrete structures built since the 1960s - interspersed by major concerns such as alkali-silica reaction (ASR) and the still persistent corrosion issue (due mainly to chlorides, in their various forms) - has provoked a much greater interest in the properties of cement and concrete on the part of a wider cross-section of the construction industry, and, indeed, by the public at large. This continuing saga, no doubt fuelled by fresh concerns over environmental and sustainability issues, will maintain that interest in the future, and will demonstrate the need for a further edition of this book in the years to come!
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