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Civil Engineering Association Civil Engineering Resource Civil Engineering Documents Engineering Spreadsheet UBC 97, ASCE 7-10, Eurocode 8, NZS 1170.5 Lateral Loads

UBC 97, ASCE 7-10, Eurocode 8, NZS 1170.5 Lateral Loads
 pezhmankhan

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#1
03-28-2013, 11:56 AM
UBC 97, ASCE 7, Eurocode 8, NZS 1170.5 Lateral Loads

Size: 1.7 MB
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Dear Friends,
I write this spreadsheet that calculates Seismic Base Shear and Design Spectra for UBC 97, ASCE 7-10, Eurocode 8, NZS 1170.5-2004.
Please download and check.
I'm waiting for your comments.

[Image: download.png]
Code:
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#2
03-30-2013, 08:30 AM


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#3
05-28-2015, 02:05 AM
I think this file has been expired..
Can you kindly upload this one again or send me an email with this?

[email protected]

I really want to have a look at this spread sheet.

thank you very much and looking forward to hearing from you soon!




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 concreteok

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#4
05-28-2015, 02:10 AM
#2 link ok

alternative
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concrete solution advocate



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#5
05-28-2015, 01:46 PM
It always tells "Expired download link".
4shared or Mediafire link please.

Thanks.



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 BennyP

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#6
05-28-2015, 03:05 PM
As usual i want to tell you i don't like spamers. 4 share link in post #2 works and the alternative link in uploadboy works too. Your actvity for a long time is only requests and every time even if a link exists you ask someone to upload in your preferd host or declare the link expired. I don't like to download twice a file i don't need only to demonstrate you are lazy and gave other's users to work before you check yourself.

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#7
01-20-2016, 09:21 PM
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Dear pezhmankhan and other Friends,

Mr. Pezhmankhan studied to this important calculation and shared us before.

I studied this excel sheet and tried to develop as below. (Thanks to Mr. Pezhmankhan)

You can download and view from this link:
Code:
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I hope you will use your analysis calculation. Please feedback calculation fault and other suggestion.

Best Regards.



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#8
01-21-2016, 02:48 PM
locked?




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 concreteok

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#9
01-22-2016, 12:25 AM
tested and is fine.
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#10
03-04-2016, 05:16 AM
Dear CivilEAns,
I noticed what may seem like an anomaly in the excel sheet made by highcivil.
Say, for example, (Eurocode 8)
1) for maximum surface wave magnitude < 5.5, recommended spectrum type is 2
2) Using spectrum type 2, table 3.3 would be applicable, and not table 3.2 as reported by the excel sheet of highcivil.

Please check and revert.



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