Author: The City of Amarillo and Panhandle Municipalities | Size: 2.5 MB | Format:PDF | Quality:Unspecified | pages: 33
It is the intent of this publication to provide several methods to comply with the adopted standards of this municipality as well as provide some additional opportunities to conserve energy and ensure sustainability. “The Guidelines are not intended to be Standards, but are guidelines only, reflecting the engineering opinions and practices of the committee members. They in no way replace the basic need for good engineering judgment based on appropriate education, experience, wisdom, and ethics in any particular engineering application.”
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The third volume in a series on concrete member design and technology is concerned with the stability of single columns and frames consisting of columns and beams for which design procedures are required. The following sections discuss design aspects in detail: (1) buckling limit state-fundamentals; (2) detailed procedures for columns; (3) particular problems; (4) frame analysis; and, (5) design of slender structures according to the model column method. Appendices cover the finite difference method of analysis; a computer program for the model column method; moment capacity tables and diagrams; and, coefficients defining the value and position of the parabola-rectangle compression diagram. /TRRL/
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I just wrote some small simple programs in Matlab to calculate and graph the P-M-M curves for a rectangular column subjected to axial force & biaxial bending moments. The design code is Canadian CSA A23.3-04 concrete design. However, it can be readily modified to suit other codes. The prog can draw a series of 3D P-M-M curves (and a 3D surface plot) according to a specified range of angles (i.e. direction of biaxial moment measured against x-axis). You can change column dimensions (Hx, Hy), concrete strength (fc), number of longitudinal bars (Nb = 4, 8, 12, 16....)...or specify a range of angles (at least 3; ex: THETA = 0:pi/16:2*pi or THETA = -pi/2:pi/16:pi/2...) to test it out.
the link below is for the Matlab zip file (colPMMcurves.zip); unzip 4 files into a folder. Run Matlab R2010a and set the above folder as current working folder. From the folder, double-click RcolPM3D_2 (this one is the main script, the other are just functions) to start it. Enjoy! (another prog for circular columns is also available)
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Autodesk Spreadsheet Calculator 2013 for RSA Pro 2013
Size: 157 MB
Robot Extensions Spreadsheet Calculator Add-in.
Private Note:
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IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.
Atlas of World Interiors, with five hundred projects included, is a comprehensive portfolio of up-to-date interior projects from all over the world. In countries such as Iran, United Arab Emirates, South Africa, Morocco, and Tunisia, the history and culture of particular locations were subtly integrated into interiors using innovative approaches. Designers will be inspired in their search for a balance between the overwhelming trend of globalization and the increasingly popular personalized design.
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Posted by: raffah - 09-06-2012, 10:09 AM - Forum: Archive
- No Replies
Hello everyone,
Does any of you have the following paper:
"Detection on collapse of a box-culvert and analysis on its causation"
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Dear members
During installation, the softwares create, change alot of files/folders, modifies registry etc.
Is there any sure way of capturing this process, in other words the log file.
Thanks for your time
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