TRB Circular-Chemical Properties of asphalts and their effect on pavement performance
Chemical Properties of asphalts and their effect on pavement performance
Transport Research Board Circular
Date: July 2000
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As the ADMIN puts it "Due To High Server Load, We Don`t Accept Any New User."
My Unsolicited suggestion!....
1. Reserve 10% server load for moderators and above
2. Temporarily cancel all other member access (exceptions VIP and above) at X% server load
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Writing the CODE could be a nightmare, i should now!.
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
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