Dear Friends,
please advise me regarding the following
1-is the steel reinforcement that are calculated based on M11 or M22 result from analysis of slab by Safe program(any version) is sufficient or not.
2-is the strip moment or reinforcement calculated for the strip width for example i have a strip of 4m width and the program shows a moment of 100 t.m is this mean that the steel area is to be distributed across the 4m...
Posted by: wangjianpimg - 09-21-2010, 09:39 AM - Forum: Archive
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Earthquake engineering: challenges and trends : honoring Luis Esteva
Sergio M. Alcocer, Universidad Nacional Autónoma de México. Instituto de Ingeniería
9703236995, 9789703236992
A simple presentation on design of biaxial columns which can be used as a good tool for reviewing biaxial column design in a few minutes.
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Here is the STRAP DESIGN FOOTING DESIGN FOR IMPERIAL UNITS.
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Its free ware and open for any body...
Dedicated to CIVILEA...
If any body have any doubt please inform me to update this sheet...
also check this topic which i started before designing the sheet....
Do not download the sheet linked in this post....
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Handbook of Software Engineering and Knowledge Engineering
Handbook of Software Engineering and Knowledge Engineering
World Scientific Publishing Company | 2005 | ISBN: 9812562737 | 528 pages | PDF | 28 MB
Author S.K. Chang
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Posted by: Dell_Brett - 09-21-2010, 05:59 AM - Forum: Concrete
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Prescriptive Method for Insulating Concrete Forms in Residential Construction - 2nd Ed.
Insulating Concrete Forms (ICFs) represent a category of building product that is receiving greater attention among builders. ICFs are hollow blocks, planks, or panels that can be constructed of rigid foam plastic insulation, a composite of cement and foam insulation, a composite of cement and wood chips, or other suitable insulation material that has the ability to act as forms for cast-in-place concrete walls. The forms typically remain in place after the concrete has cured, providing wellinsulated construction. ICFs continue to gain popularity because they are competitive with lightframe construction and offer a strong, durable, and energy-efficient wall system for housing.
The second edition expands on the first edition by adding provisions for Seismic Design Categories C and D (Seismic Zones 3 and 4). Wall construction requirements utilizing Grade 60 reinforcing steel and concrete mixes with selected compressive strengths are included. In addition, tables throughout the document have been simplified as a result of additional evaluation and user input.
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