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    <title>topic Re: Formwork for Column and Beam in Revit Architecture Forum</title>
    <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3706940#M350278</link>
    <description>&lt;P&gt;Your zip file contains a family only, no project. But I inserted it in a project, made a schedule, and it reports the areas as in my previous post above. Maybe the family should be structural column, not just column (architectural). You can save some time but not painting the top and bottom, since that is going to be ignored for formwork anyway.&lt;/P&gt;</description>
    <pubDate>Wed, 21 Nov 2012 05:15:17 GMT</pubDate>
    <dc:creator>Alfredo_Medina</dc:creator>
    <dc:date>2012-11-21T05:15:17Z</dc:date>
    <item>
      <title>Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3703856#M350271</link>
      <description>&lt;P&gt;How can we calculate the formwork of column &amp;amp; beam? Is it possible to add "Height" parameter in Column. Because we add formula into the Family file as below:&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Perimeter = (2*Depth+2*Width)&lt;/P&gt;&lt;P&gt;Formwork Area = Perimeter*Height&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Mon, 19 Nov 2012 11:08:57 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3703856#M350271</guid>
      <dc:creator>BIMAbhi</dc:creator>
      <dc:date>2012-11-19T11:08:57Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3704216#M350272</link>
      <description>&lt;P&gt;A simpler solution is to edit the column family, painting its vertical faces with a custom material, such as "Formwork". Imagine a square column of 1' x 1' x 10'. A material take-off schedule will report 40 SF of "formwork" (the sum of the areas of the vertical faces, 1' x 10' x 4) and 2 SF of "concrete" (the sum of the areas of the top and bottom faces of the column, 1' x 1' x 2). This will not affect the volume of concrete, which will continue to report 1' x 1' x 10' = 10 CF.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;IMG alt="formwork_area.jpg" title="formwork_area.jpg" src="https://forums.autodesk.com/t5/image/serverpage/image-id/42866i36ED7252A8DCF551/image-size/original?v=mpbl-1&amp;amp;px=-1" border="0" align="middle" /&gt;&lt;/P&gt;</description>
      <pubDate>Mon, 19 Nov 2012 15:05:50 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3704216#M350272</guid>
      <dc:creator>Alfredo_Medina</dc:creator>
      <dc:date>2012-11-19T15:05:50Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3705564#M350273</link>
      <description>&lt;P&gt;Can you please send us the family and the project file so that we can understand the same.&lt;/P&gt;</description>
      <pubDate>Tue, 20 Nov 2012 12:11:24 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3705564#M350273</guid>
      <dc:creator>BIMAbhi</dc:creator>
      <dc:date>2012-11-20T12:11:24Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3705606#M350274</link>
      <description>&lt;P&gt;I think that my previous post provides enough illustration on the topic.&lt;/P&gt;</description>
      <pubDate>Tue, 20 Nov 2012 12:39:18 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3705606#M350274</guid>
      <dc:creator>Alfredo_Medina</dc:creator>
      <dc:date>2012-11-20T12:39:18Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3705640#M350275</link>
      <description>&lt;P&gt;Thanks for your quick reply. I want the file from you so that we will compare with our files. We have attached the files so that everyone will be benifitted. &lt;img id="smileyhappy" class="emoticon emoticon-smileyhappy" src="https://forums.autodesk.com/i/smilies/16x16_smiley-happy.png" alt="Smiley Happy" title="Smiley Happy" /&gt;&lt;/P&gt;</description>
      <pubDate>Tue, 20 Nov 2012 12:55:54 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3705640#M350275</guid>
      <dc:creator>BIMAbhi</dc:creator>
      <dc:date>2012-11-20T12:55:54Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3705758#M350276</link>
      <description>&lt;P&gt;Sometimes I do quick tests to provide solutions, and many times I don't save those files, unless it is something that I want to keep for future reference, but in this case, I did not think that it was necessary to save the file, so I provided an explanation, and an illustration of the schedule, and I did not save the file. Now I would have to spend time doing it again just to post it.&amp;nbsp; It's a simple structural colum square family, painted as described in my previous post. Is this family of yours painted as described in that post? Did you insert it in a project, and did you create a schedule?&lt;/P&gt;</description>
      <pubDate>Tue, 20 Nov 2012 14:06:22 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3705758#M350276</guid>
      <dc:creator>Alfredo_Medina</dc:creator>
      <dc:date>2012-11-20T14:06:22Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3706926#M350277</link>
      <description>&lt;P&gt;Thanks for your quick update. We have posted the family and the project in the zip file. We have also created the schedule after loading the family into the project. Is it correct or we are in wrong direction please suggest us.&lt;/P&gt;</description>
      <pubDate>Wed, 21 Nov 2012 04:34:13 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3706926#M350277</guid>
      <dc:creator>BIMAbhi</dc:creator>
      <dc:date>2012-11-21T04:34:13Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3706940#M350278</link>
      <description>&lt;P&gt;Your zip file contains a family only, no project. But I inserted it in a project, made a schedule, and it reports the areas as in my previous post above. Maybe the family should be structural column, not just column (architectural). You can save some time but not painting the top and bottom, since that is going to be ignored for formwork anyway.&lt;/P&gt;</description>
      <pubDate>Wed, 21 Nov 2012 05:15:17 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3706940#M350278</guid>
      <dc:creator>Alfredo_Medina</dc:creator>
      <dc:date>2012-11-21T05:15:17Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3706964#M350279</link>
      <description>&lt;P&gt;Sorry I missed out the project file. We have attached now.&lt;/P&gt;</description>
      <pubDate>Wed, 21 Nov 2012 05:33:07 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3706964#M350279</guid>
      <dc:creator>BIMAbhi</dc:creator>
      <dc:date>2012-11-21T05:33:07Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3707464#M350280</link>
      <description>&lt;P&gt;Your formwork is reporting 160 sf, which is correct. 2' x 20' x 4.&lt;/P&gt;&lt;P&gt;Maybe you don't need to paint and schedule the "no-formwork" faces, but that's up to you.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 21 Nov 2012 14:00:48 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3707464#M350280</guid>
      <dc:creator>Alfredo_Medina</dc:creator>
      <dc:date>2012-11-21T14:00:48Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3708460#M350281</link>
      <description>&lt;P&gt;Thanks for your review and reply.&lt;img id="smileyhappy" class="emoticon emoticon-smileyhappy" src="https://forums.autodesk.com/i/smilies/16x16_smiley-happy.png" alt="Smiley Happy" title="Smiley Happy" /&gt;&lt;/P&gt;</description>
      <pubDate>Thu, 22 Nov 2012 04:23:29 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/3708460#M350281</guid>
      <dc:creator>BIMAbhi</dc:creator>
      <dc:date>2012-11-22T04:23:29Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/5463582#M350282</link>
      <description>&lt;P&gt;Is the method of calculating perimeter =2*D+2*H same for both column and beams. what about slab.!!&lt;/P&gt;</description>
      <pubDate>Fri, 09 Jan 2015 06:35:06 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/5463582#M350282</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-01-09T06:35:06Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/5463962#M350283</link>
      <description>&lt;P&gt;I don't think that's a Revit specific question. It's just a geometry question.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;The method of calculating perimeter depends on the shape of the object. 2D+2H works on square/rectangular profiles. It obviously wouldn't work for a circular, tee, trapazoidal, hexigonal or any other complex profile.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;xtn&lt;/P&gt;</description>
      <pubDate>Fri, 09 Jan 2015 14:31:41 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/5463962#M350283</guid>
      <dc:creator>chrisplyler</dc:creator>
      <dc:date>2015-01-09T14:31:41Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/7930289#M350284</link>
      <description>&lt;P&gt;&lt;SPAN&gt;Thanks very much&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;But after the calculation, the intersection of columns and beams is doubled&lt;/SPAN&gt;&lt;BR /&gt;Can you show me?&lt;/P&gt;</description>
      <pubDate>Fri, 13 Apr 2018 09:08:42 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/7930289#M350284</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-04-13T09:08:42Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/7972676#M350285</link>
      <description>&lt;P&gt;try SOFiSTiK its free&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Kevin&lt;/P&gt;&lt;BLOCKQUOTE&gt;&lt;HR /&gt;&lt;HR /&gt;&lt;/BLOCKQUOTE&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Tue, 01 May 2018 19:24:23 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/7972676#M350285</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-05-01T19:24:23Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/8008064#M350286</link>
      <description>&lt;P&gt;Please help me how to use, tks&lt;/P&gt;</description>
      <pubDate>Thu, 17 May 2018 08:09:21 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/8008064#M350286</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2018-05-17T08:09:21Z</dc:date>
    </item>
    <item>
      <title>Re: Formwork for Column and Beam</title>
      <link>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/10636445#M350288</link>
      <description>&lt;P&gt;We have to also consider that beams rest on column so now we have to exclude the beam face also.&lt;/P&gt;</description>
      <pubDate>Tue, 21 Sep 2021 09:33:44 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/revit-architecture-forum/formwork-for-column-and-beam/m-p/10636445#M350288</guid>
      <dc:creator>jazzsharma200</dc:creator>
      <dc:date>2021-09-21T09:33:44Z</dc:date>
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