Civil Engineering Association

UBC 97, ASCE 7, Eurocode 8, NZS 1170.5 Lateral Loads

Size: 1.7 MB

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.

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Code:
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This post has been made by CivilEA Post-Generator v2.2.0

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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!

#2 link ok

alternative

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It always tells "Expired download link".
4shared or Mediafire link please.

Thanks.

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.

[Image: 04970028467441276361.gif]

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.

locked?

tested and is fine.

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.

pezhmankhan

araza023

JAE SUNG LEE

concreteok

dinu69in

BennyP

highcivil

masterlopezz

concreteok

hmwere