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Writing the CODE could be a nightmare, i should now!.
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 ..
Code:
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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.
Code:
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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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