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Cue card for wind loads to AS/NZS 1170.2:2002
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Solver for Nonlinear Equations
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Do Your Calculations Faster, Cleaner, Error-free
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Design of precast, prestressed, hollow-core floor planks
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The threat of wind loads puts the wind up most designers.
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Look at what happens as your colon becomes clogged and inflamed!
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Web Site Terms and Conditions of Service

1. Terms

By accessing this web site, you are agreeing to be bound by these web site Terms and Conditions of Use, all applicable laws and regulations, and agree that you are responsible for compliance with any applicable local laws. If you do not agree with any of these terms, you are prohibited from using or accessing this site. The materials contained in this web site are protected by applicable copyright and trade mark law.

2. Use License

  1. Permission is granted to use the materials (information or software) on Engineers Compendium's web site for personal, non-commercial transitory viewing only. This is the grant of a license, not a transfer of title, and under this license you may not:
    1. modify or copy the materials;
    2. use the materials for any commercial purpose, or for any public display (commercial or non-commercial);
    3. attempt to decompile or reverse engineer any software contained on Engineers Compendium's web site;
    4. remove any copyright or other proprietary notations from the materials; or
    5. transfer the materials to another person or "mirror" the materials on any other server.
  2. This license shall automatically terminate if you violate any of these restrictions and may be terminated by Engineers Compendium at any time. Upon terminating your viewing of these materials or upon the termination of this license, you must destroy any downloaded materials in your possession whether in electronic or printed format.

3. Disclaimer

  1. The materials on Engineers Compendium's web site are provided "as is". Engineers Compendium makes no warranties, expressed or implied, and hereby disclaims and negates all other warranties, including without limitation, implied warranties or conditions of merchantability, fitness for a particular purpose, or non-infringement of intellectual property or other violation of rights.
  2. Engineers Compendium does not warrant or make any representations concerning the accuracy, likely results, or reliability of the use of the materials on its Internet web site or otherwise relating to such materials or on any sites linked to this site.

4. Limitations

In no event shall Engineers Compendium or its suppliers be liable for any damages (including, without limitation, damages for loss of data or profit, or due to business interruption,) arising out of the use or inability to use the materials on Engineers Compendium's Internet site, even if Engineers Compendium or a Engineers Compendium authorized representative has been notified orally or in writing of the possibility of such damage. Because some jurisdictions do not allow limitations on implied warranties, or limitations of liability for consequential or incidental damages, these limitations may not apply to you.

5. Revisions and Errata

The materials appearing on Engineers Compendium's web site could include technical, typographical, or photographic errors. Engineers Compendium does not warrant that any of the materials on its web site are accurate, complete, or current. Engineers Compendium may make changes to the materials contained on its web site at any time without notice. Engineers Compendium does not, however, make any commitment to update the materials.

6. Links

Engineers Compendium has not reviewed all of the sites linked to its Internet web site and is not responsible for the contents of any such linked site. The inclusion of any link does not imply endorsement by Engineers Compendium of the site. Use of any such linked web site is at the user's own risk.

7. Site Terms of Use Modifications

Engineers Compendium may revise these terms of use for its web site at any time without notice. By using this web site you are agreeing to be bound by the then current version of these Terms and Conditions of Use.

8. Governing Law

Any claim relating to Engineers Compendium's web site shall be governed by the laws of the State of New South Wales, Australia, without regard to its conflict of law provisions.


Privacy Policy

Your privacy is very important to us. The only information we collect from you is a name by which to greet you, and a valid email address where we may send the programs you purchased. The following outlines our privacy policy.

  • We will collect and use this information solely with the objective of fulfilling those purposes specified above and for other compatible purposes, unless we obtain the consent of the individual concerned or as required by law.
  • We will only retain personal information as long as necessary for the fulfillment of those purposes.
  • We will collect personal information by lawful and fair means and with the knowledge and consent of the individual concerned.
  • Personal data should be relevant to the purposes for which it is to be used, and, to the extent necessary for those purposes, should be accurate, complete, and up-to-date.
  • We will protect personal information by reasonable security safeguards against loss or theft, as well as unauthorized access, disclosure, copying, use or modification.
  • We will make readily available to customers information about our policies and practices relating to the management of personal information.

We are committed to conducting our business in accordance with these principles in order to ensure that the confidentiality of personal information is protected and maintained.


Refund Policy

If, within thirty days of having purchased an Engineers Compendium program or spreadsheet, you wish to cancel the purchase for any reason whatsoever, you simply notify us by email and we shall instruct our payment processor to refund your purchase price.

Upon receipt of the refund, we expect and trust you to remove the program or spreadsheet from your computer.

   

ONLINE spreadsheets

TOS
Terms of service, privacy policy and refund policy
 
US2SI
US Units to SI Units conversion
 
SI2US
SI Units to US Units conversion
 
BOWLES2-3
Soil volume and density relationships
 
TERZAGHI
Terzaghi's bearing-capacity equations
 
MEYERHOF
Meyerhof's bearing-capacity equations for inclined loads
 
HANSEN
Hansen's bearing-capacity equations for eccentric loads
 
BUILDING
Earth pressure on buildings
 
R C SLAB
Reinforced concrete slab & wall design
 
UNIVERSAL BEAMS
Design of Universal Beams grade 300
 
BLACK SCHOLES
Option pricing and strategies
 
CFD POSITION SIZING
Essential for risk management