UBC 97, ASCE 7-10, Eurocode 8, NZS 1170.5 Lateral Loads
Current time: 11-30-2021, 06:59 AM
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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.

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Code:
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#2


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.
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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?

[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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#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:
Code:
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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.
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