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StructEvo3-Newcomer
3-Newcomer
Dec 7, 2022 12:57 PM UTC
Question

Structural Engineering worksheet

HI, 

 

Does anyone have access to the structural engineering worksheets? I am after a Eurocode Wind load and moment frame example? These are not in the civil sheets and I can not find any to purchase on the site. Any guidance will be appreciated. 

 

Thank you, 

 

Casper 

5 replies

terryhendicott
terryhendicott21-Topaz II
21-Topaz II
Dec 7, 2022 7:09 PM UTC

Hi Casper,

Available on PTC website in pdf form only.  Means you need to retype it if suitable for your use..

https://community.ptc.com/t5/Mathcad/Building-Structural-Design-Wind-Loads-Using-ASCE-Standard-7-93/td-p/450619

 

For moment frame I recommend a commercial software suite or one of the free for 2D frame analysis

STRIAN—Online Structural analysis https://structural-analyser.com/

Free Online Frame Calculator - SkyCiv https://skyciv.com/free-frame-calculator/

Many commercial products

https://virtuosity.bentley.com/product/staad-pro/

These have model construction, application of member loads, graphing abilities of results, and facility to design to codes far in excess of Prime.

 

It can be done for simple frames:

 

 

 

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    StructEvo3-NewcomerAuthor
    3-Newcomer
    Dec 19, 2022 10:13 AM UTC

    Thank you for sharing the moment frame sheet. I will have a look at the online sites.  

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    Derbigdog
    Derbigdog15-Moonstone
    15-Moonstone
    Dec 17, 2022 8:32 PM UTC

    If you are looking for the Prime or the Mathcad 15 version the Wind Loading worksheet uses ASCE Standard 7-93.

     

     

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    Derbigdog
    Derbigdog15-Moonstone
    15-Moonstone
    Dec 17, 2022 8:47 PM UTC

    I have both the Prime and Mathcad 15 versions and they both use ACSE Standard 7-93. 

    There was a previous discussion on the Eurocode version back in 2010. They refer to material from Access Steel.

     

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    StructEvo3-NewcomerAuthor
    3-Newcomer
    Dec 19, 2022 10:12 AM UTC

    Thank you. I will have a look to see if I can find the discussion.

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