UBC 97, ASCE 7-10, Eurocode 8, NZS 1170.5 Lateral Loads
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Author: pezhmankhan
Last Post: hmwere
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UBC 97, ASCE 7-10, Eurocode 8, NZS 1170.5 Lateral Loads
#1
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]
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#2
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#3
I think this file has been expired..
Can you kindly upload this one again or send me an email with this?

boy1457@naver.com

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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#4
#2 link ok

alternative
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concrete solution advocate
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#5
It always tells "Expired download link".
4shared or Mediafire link please.

Thanks.
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#6
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
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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:
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I hope you will use your analysis calculation. Please feedback calculation fault and other suggestion.

Best Regards.
Strength | Stiffness  | Ductility  |  Stability
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#8
locked?
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#9
tested and is fine.
concrete solution advocate
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#10
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.
A STRUCTURAL ENGINEER has the ART OF USING MATERIALS That Have Properties Which Can Only Be Estimated TO BUILD REAL STRUCTURES That Can Only Be Approximately Analyzed TO WITHSTAND FORCES That Are Not Accurately Known SO THAT HIS/HER RESPONSIBILITY WITH RESPECT TO PUBLIC SAFETY IS SATISFIED.
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