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	<title>Newton Excel Bach,  not (just) an Excel Blog</title>
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	<link>http://newtonexcelbach.wordpress.com</link>
	<description>An Excel blog for engineers and scientists, and an engineering and science blog for Excel users.</description>
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		<title>Newton Excel Bach,  not (just) an Excel Blog</title>
		<link>http://newtonexcelbach.wordpress.com</link>
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			<item>
		<title>Funny Charts</title>
		<link>http://newtonexcelbach.wordpress.com/2009/11/20/funny-charts/</link>
		<comments>http://newtonexcelbach.wordpress.com/2009/11/20/funny-charts/#comments</comments>
		<pubDate>Thu, 19 Nov 2009 21:56:22 +0000</pubDate>
		<dc:creator>dougaj4</dc:creator>
				<category><![CDATA[Newton]]></category>
		<category><![CDATA[economists]]></category>
		<category><![CDATA[funny charts]]></category>
		<category><![CDATA[music]]></category>

		<guid isPermaLink="false">http://newtonexcelbach.wordpress.com/?p=1241</guid>
		<description><![CDATA[These made me laugh:
A clever animation from Andy Faulds
Economists
And the root cause of peak oil:


Clearly shows that popular music has been in steady decline since the late sixties (as we all knew anyway), but I&#8217;m still not sure if the decline in music was caused by the decline in oil production, or vice versa.
  [...]<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=newtonexcelbach.wordpress.com&blog=2893655&post=1241&subd=newtonexcelbach&ref=&feed=1" />]]></description>
			<content:encoded><![CDATA[<div class='snap_preview'><br /><p>These made me laugh:</p>
<p>A clever animation from Andy Faulds</p>
<p><a href="http://www.andyfoulds.co.uk/amusement/economists.htm">Economists</a></p>
<p>And the root cause of peak oil:</p>
<p style="text-align:center;"><a href="http://www.overthinkingit.com/wp-content/uploads/2008/09/rs-500-us-oil-production1.jpg"></p>
<div class="wp-caption aligncenter" style="width: 846px"><img class=" " title="rock-v-oil" src="http://www.overthinkingit.com/wp-content/uploads/2008/09/rs-500-us-oil-production1.jpg" alt="" width="836" height="472" /><p class="wp-caption-text">The Root Cause of Peak Oil, From overthinkingit.com</p></div>
<p></a></p>
<p>Clearly shows that popular music has been in steady decline since the late sixties (as we all knew anyway), but I&#8217;m still not sure if the decline in music was caused by the decline in oil production, or vice versa.</p>
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			<media:title type="html">dougaj4</media:title>
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			<media:title type="html">rock-v-oil</media:title>
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	</item>
		<item>
		<title>What to do about YouTube comments</title>
		<link>http://newtonexcelbach.wordpress.com/2009/11/17/what-to-do-about-youtube-comments/</link>
		<comments>http://newtonexcelbach.wordpress.com/2009/11/17/what-to-do-about-youtube-comments/#comments</comments>
		<pubDate>Tue, 17 Nov 2009 10:27:27 +0000</pubDate>
		<dc:creator>dougaj4</dc:creator>
				<category><![CDATA[Bach]]></category>
		<category><![CDATA[Newton]]></category>
		<category><![CDATA[FeynTube]]></category>
		<category><![CDATA[YouTube]]></category>

		<guid isPermaLink="false">http://newtonexcelbach.wordpress.com/?p=1237</guid>
		<description><![CDATA[One of the less than wonderful things about YouTube is that the comments that accompany even the finest of videos are often of such an appalling standard that to call them puerile would be an affront to children.
Here is the solution, from Julien Oster:
FeynTube &#8211; transform YouTube comments into reasonable and smart ones
&#8220;FeynTube is a [...]<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=newtonexcelbach.wordpress.com&blog=2893655&post=1237&subd=newtonexcelbach&ref=&feed=1" />]]></description>
			<content:encoded><![CDATA[<div class='snap_preview'><br /><p>One of the less than wonderful things about YouTube is that the comments that accompany even the finest of videos are often of such an appalling standard that to call them puerile would be an affront to children.</p>
<p>Here is the solution, from <a href="http://www.julien-oster.de/">Julien Oster</a>:</p>
<p><a href="http://www.julien-oster.de/projects/feyntube/">FeynTube &#8211; transform YouTube comments into reasonable and smart ones</a></p>
<p>&#8220;FeynTube is a small <a href="http://www.greasespot.net/">Greasemonkey</a> script that transforms the atrocity that YouTube comments are into reasonable and smart quotes that are actually readable without causing unexpected damage to your enjoyment, mind, temper and any vital organs (because with YouTube comments, you never know). (<a href="http://www.greasespot.net/">Greasemonkey</a>, in turn, is a very nice Firefox extension that allows you to customize webpages.)</p>
<p>FeynTube achieves this accomplishment by doing the only conceivable thing: removing all YouTube comments (from your display, unfortunately they&#8217;re still on the servers) and replacing them with actual quotes from famous nobel-price physicist and elaborate skirt chaser <a href="http://www.wellingtongrey.net/miscellanea/archive/2006-12-25-what-would-richard-feynman-do.html">Richard</a> <a href="http://xkcd.com/182/">Feynman</a>.</p>
<p>I wrote it because I actually like watching videos on YouTube, but, despite better knowledge, sometimes just couldn&#8217;t restrain myself from scrolling down and reading some of the comments&#8211;with horrible consequences. So I wrote this small script. Now, everytime I scroll down to the comment section, I can read something worthwile.&#8221;</p>
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			<media:title type="html">dougaj4</media:title>
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	</item>
		<item>
		<title>Crab Canon on a Mobius Strip</title>
		<link>http://newtonexcelbach.wordpress.com/2009/11/16/crab-canon-on-a-mobius-strip/</link>
		<comments>http://newtonexcelbach.wordpress.com/2009/11/16/crab-canon-on-a-mobius-strip/#comments</comments>
		<pubDate>Mon, 16 Nov 2009 09:58:43 +0000</pubDate>
		<dc:creator>dougaj4</dc:creator>
				<category><![CDATA[Bach]]></category>
		<category><![CDATA[Crab Canon]]></category>

		<guid isPermaLink="false">http://newtonexcelbach.wordpress.com/?p=1233</guid>
		<description><![CDATA[Douglas Hofstadter&#8217;s Crab Canon featured in one of my first posts on this blog.  Now here is a really neat animated version of The JS Bach Crab Canon:

&#160;
       <img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=newtonexcelbach.wordpress.com&blog=2893655&post=1233&subd=newtonexcelbach&ref=&feed=1" />]]></description>
			<content:encoded><![CDATA[<div class='snap_preview'><br /><p><a href="http://newtonexcelbach.wordpress.com/2008/03/01/crab-canon/">Douglas Hofstadter&#8217;s Crab Canon</a> featured in one of my first posts on this blog.  Now here is a really neat animated version of The JS Bach Crab Canon:</p>
<p><span style="text-align:center; display: block;"><a href="http://newtonexcelbach.wordpress.com/2009/11/16/crab-canon-on-a-mobius-strip/"><img src="http://img.youtube.com/vi/xUHQ2ybTejU/2.jpg" alt="" /></a></span></p>
<p>&nbsp;</p>
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			<media:title type="html">dougaj4</media:title>
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		<item>
		<title>Some New Links</title>
		<link>http://newtonexcelbach.wordpress.com/2009/11/09/some-new-links/</link>
		<comments>http://newtonexcelbach.wordpress.com/2009/11/09/some-new-links/#comments</comments>
		<pubDate>Sun, 08 Nov 2009 22:54:52 +0000</pubDate>
		<dc:creator>dougaj4</dc:creator>
				<category><![CDATA[Excel]]></category>
		<category><![CDATA[Maths]]></category>
		<category><![CDATA[links]]></category>

		<guid isPermaLink="false">http://newtonexcelbach.wordpress.com/?p=1224</guid>
		<description><![CDATA[A couple of return links to sites that have been sending traffic my way, and are well worth a look:
AJP Excel Information (Andy Pope&#8217;s site):
&#8220;The intention of this site is to be a useful resource of alternative solutions to the problems and limitations user encounter when using Microsoft® Excel.&#8221;
The Math Less Traveled
&#8220;Math? Beautiful? Yeah, right.
No [...]<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=newtonexcelbach.wordpress.com&blog=2893655&post=1224&subd=newtonexcelbach&ref=&feed=1" />]]></description>
			<content:encoded><![CDATA[<div class='snap_preview'><br /><p>A couple of return links to sites that have been sending traffic my way, and are well worth a look:</p>
<p><a href="http://www.andypope.info/">AJP Excel Information (Andy Pope&#8217;s site):</a></p>
<p>&#8220;The intention of this site is to be a useful resource of alternative solutions to the problems and limitations user encounter when using Microsoft® Excel.&#8221;</p>
<p><a href="http://www.mathlesstraveled.com/?page_id=2">The Math Less Traveled</a></p>
<p>&#8220;Math? Beautiful? Yeah, right.</p>
<p>No fair, that’s not a question. But anyway, if you can’t understand how anyone could use the words “math” and “beautiful” in the same sentence, then I dare you to stick around a bit and see if you don’t change your mind. Math is about much more than figuring out when two trains will meet or calculating compound interest. Mathematics — like the hard sciences, but even more so — seeks to discover and understand the deep, elegant structure built into the very fabric of the universe. And it’s no surprise, really, that the deep mathematical structure of a universe featuring such things as clouds, crystal lattices, rainbows, galaxies, and atoms turns out to be beautiful. Personally, I see mathematics — and all beautiful structure in the universe — as evidence of a Creator at its source, but of course you can still appreciate it without sharing that belief.&#8221;</p>
<p>And finally a link to what is undoubtedly the most useful and comprehensive collection of Excel resources on the entire Internet (including the site run by Microsoft):</p>
<p><a href="http://www.cpearson.com/excel/topic.aspx">Pearson Software Consulting</a></p>
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			<media:title type="html">dougaj4</media:title>
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		<title>Chart Trend Lines and the Linest Function</title>
		<link>http://newtonexcelbach.wordpress.com/2009/11/03/chart-trend-lines-and-the-linest-function/</link>
		<comments>http://newtonexcelbach.wordpress.com/2009/11/03/chart-trend-lines-and-the-linest-function/#comments</comments>
		<pubDate>Mon, 02 Nov 2009 23:28:02 +0000</pubDate>
		<dc:creator>dougaj4</dc:creator>
				<category><![CDATA[Excel]]></category>
		<category><![CDATA[Maths]]></category>
		<category><![CDATA[Linest]]></category>
		<category><![CDATA[regression]]></category>
		<category><![CDATA[statistics]]></category>
		<category><![CDATA[Trend line]]></category>

		<guid isPermaLink="false">http://newtonexcelbach.wordpress.com/?p=1218</guid>
		<description><![CDATA[At the Mr Excel discussion forum the output of the worksheet function Linest(), compared with chart trend lines raised a question, where it is said that in Excel 2007 the trend line gives different (and incorrect) coefficients for a polynomial curve constrained to pass through the origin, and that the R^2 values reported by the two [...]<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=newtonexcelbach.wordpress.com&blog=2893655&post=1218&subd=newtonexcelbach&ref=&feed=1" />]]></description>
			<content:encoded><![CDATA[<div class='snap_preview'><br /><p>At the <a title="Linest question" href="http://www.mrexcel.com/forum/showthread.php?t=426199&amp;highlight=linest">Mr Excel discussion forum</a> the output of the worksheet function Linest(), compared with chart trend lines raised a question, where it is said that in Excel 2007 the trend line gives different (and incorrect) coefficients for a polynomial curve constrained to pass through the origin, and that the R^2 values reported by the two methods are different.</p>
<p>I haven&#8217;t been able to reproduce the problem of different output from the trend line and Linest for the regression coefficients, but it is true that if the regression line is constrained to pass through the origin then the R^2 value (The coefficient of determination) is different in the trend line results and Linest (see screen shot below).  This is true both for polynomial results, as reported in the Mr Excel post, and for linear regression.</p>
<div id="attachment_1219" class="wp-caption aligncenter" style="width: 478px"><a href="http://newtonexcelbach.files.wordpress.com/2009/11/linest1.jpg"><img class="size-full wp-image-1219 " title="LinEst1" src="http://newtonexcelbach.files.wordpress.com/2009/11/linest1.jpg?w=468&#038;h=251" alt="LinEst1" width="468" height="251" /></a><p class="wp-caption-text">Chart Trend Line and Linest Output, Click to view full size</p></div>
<p>The Excel help is unhelpful in explaining this difference. More detail is given at the <a title="MSDN Office Developer Centre" href="http://msdn.microsoft.com/en-us/library/bb239407.aspx">MSDN developer center</a>, where the basis of the calculation of the R^2 value in Linest is described, but there is no explanation as to why the chart trend line gives different results, and I could find no other relevent discussion on the matter.</p>
<p>The clearest explanation I found was at the <a title="Curvefit.com" href="http://www.curvefit.com/linear_regression.htm">Curvefit.com</a> site, where they had this to say, in relation to their own software:</p>
<p>&#8220;Why Prism doesn&#8217;t report r2 in constrained linear regression</p>
<p>Prism does not report r2 when you force the line through the origin (or any other point), because the calculations would be ambiguous. There are two ways to compute r2 when the regression line is constrained. As you saw in the previous section, r2 is computed by comparing the sum-of-squares from the regression line with the sum-of-squares from a model defined by the null hypothesis. With constrained regression, there are two possible null hypotheses. One is a horizontal line through the mean of all Y values. But this line doesn&#8217;t follow the constraint &#8212; it does not go through the origin. The other null hypothesis would be a horizontal line through the origin, far from most of the data.</p>
<p>Because r2 is ambiguous in constrained linear regression, Prism doesn&#8217;t report it. If you really want to know a value for r2, use nonlinear regression to fit your data to the equation Y=slope*X. Prism will report r2 defined the first way (comparing regression sum-of-squares to the sum-of-squares from a horizontal line at the mean Y value).&#8221;</p>
<p>Now it seems that the Excel Linest() function uses the second hypothesis for a constrained regression line, resulting in a higher R^2 value, compared with the unconstrained line. The chart trend line function on the other hand seems to use the first hypothesis.</p>
<p>This is confirmed in the calculation below:</p>
<p><a href="http://newtonexcelbach.files.wordpress.com/2009/11/linest2.jpg"><img class="aligncenter size-full wp-image-1220" title="Linest2" src="http://newtonexcelbach.files.wordpress.com/2009/11/linest2.jpg?w=468&#038;h=46" alt="Check Linest and Trend Line R^2 results" width="468" height="46" /></a></p>
<p>It would have been nice if Microsoft could have explained that.</p>
<p>The examples shown above can be downloaded from: <a title="Right click to download" href="http://interactiveds.com.au/software/LinEst%20Check.zip">Linest Check.zip</a></p>
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		<slash:comments>1</slash:comments>
	
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			<media:title type="html">dougaj4</media:title>
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			<media:title type="html">LinEst1</media:title>
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		<title>Reinforced Concrete Section Analysis &#8211; with prestress</title>
		<link>http://newtonexcelbach.wordpress.com/2009/10/25/reinforced-concrete-section-analysis-with-prestress/</link>
		<comments>http://newtonexcelbach.wordpress.com/2009/10/25/reinforced-concrete-section-analysis-with-prestress/#comments</comments>
		<pubDate>Sun, 25 Oct 2009 04:09:40 +0000</pubDate>
		<dc:creator>dougaj4</dc:creator>
				<category><![CDATA[Beam Bending]]></category>
		<category><![CDATA[Concrete]]></category>
		<category><![CDATA[Excel]]></category>
		<category><![CDATA[Newton]]></category>
		<category><![CDATA[UDFs]]></category>
		<category><![CDATA[VBA]]></category>
		<category><![CDATA[Curvature]]></category>
		<category><![CDATA[EC2]]></category>
		<category><![CDATA[Prestressed concrete]]></category>
		<category><![CDATA[Reinforced Concrete]]></category>
		<category><![CDATA[UDF]]></category>
		<category><![CDATA[ULS]]></category>
		<category><![CDATA[Ultimate capacity]]></category>

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		<description><![CDATA[The simplified reinforced concrete section analysis spreadsheet presented here has been revised to allow the input of a pre-tension stress to either or both layers of reinforcement.  The spreadsheet (including full open source code) can be downloaded from RC Design Functions3.
Note 26 Oct 2009: The version of Estress originally uploaded gave incorrect output for total force and [...]<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=newtonexcelbach.wordpress.com&blog=2893655&post=1201&subd=newtonexcelbach&ref=&feed=1" />]]></description>
			<content:encoded><![CDATA[<div class='snap_preview'><br /><p>The simplified reinforced concrete section analysis spreadsheet presented <a href="http://newtonexcelbach.wordpress.com/2008/11/05/reinforced-concrete-section-analysis-7-rectangular-sections/">here</a> has been revised to allow the input of a pre-tension stress to either or both layers of reinforcement.  The spreadsheet (including full open source code) can be downloaded from <a title="Right click to download" href="http://interactiveds.com.au/software/RC%20Design%20Functions3.ZIP">RC Design Functions3</a>.</p>
<p><strong>Note 26 Oct 2009: </strong>The version of Estress originally uploaded gave incorrect output for total force and bending moment when the neutral axis depth was below the bottom reinforcement.  A corrected version has now been uploaded and is dated 26 Oct 2009.</p>
<p> </p>
<p>Note that this spreadsheet is intended for the analysis of rectangular beams or slabs with two layers of reinforcement.  For more complex sections refer to <a title="Reinforced Concrete Section Analysis – 5; Ultimate Limit State" rel="bookmark" href="http://newtonexcelbach.wordpress.com/2008/08/19/reinforced-concrete-section-analysis-5-ultimate-limit-state/">Reinforced Concrete Section Analysis – 5; Ultimate Limit State</a> and <a title="Reinforced Concrete Section Analysis – 3" rel="bookmark" href="http://newtonexcelbach.wordpress.com/2008/05/30/reinforced-concrete-section-analysis-3/">Reinforced Concrete Section Analysis – 3</a>.</p>
<p>In addition to the provision for prestressed reinforcement the revision also provides additional output data on section curvature, including analysis of tension stiffening effects and shrinkage according to the Eurocode EC2, and analysis of shrinkage curvature using a fictitious pre-compression stress applied to the reinforcement.  More details on these revisions will be given in a later post.</p>
<p>Typical Input and Output:</p>
<div id="attachment_1202" class="wp-caption aligncenter" style="width: 478px"><a rel="attachment wp-att-1202" href="http://newtonexcelbach.wordpress.com/2009/10/25/reinforced-concrete-section-analysis-with-prestress/rcdesign1/"><img class="size-full wp-image-1202" title="RCdesign1" src="http://newtonexcelbach.files.wordpress.com/2009/10/rcdesign1.jpg?w=468&#038;h=416" alt="Estress input, including pre-stress" width="468" height="416" /></a><p class="wp-caption-text">Estress input, including pre-stress</p></div>
<p> </p>
<div id="attachment_1210" class="wp-caption aligncenter" style="width: 478px"><a href="http://newtonexcelbach.files.wordpress.com/2009/10/rcdesign21.jpg"><img class="size-full wp-image-1210" title="RCdesign2" src="http://newtonexcelbach.files.wordpress.com/2009/10/rcdesign21.jpg?w=468&#038;h=267" alt="EStress Output" width="468" height="267" /></a><p class="wp-caption-text">EStress Output</p></div>
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			<media:title type="html">dougaj4</media:title>
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			<media:title type="html">RCdesign1</media:title>
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		<title>Copy and Paste as Picture</title>
		<link>http://newtonexcelbach.wordpress.com/2009/10/18/copy-and-paste-as-picture/</link>
		<comments>http://newtonexcelbach.wordpress.com/2009/10/18/copy-and-paste-as-picture/#comments</comments>
		<pubDate>Sun, 18 Oct 2009 00:12:03 +0000</pubDate>
		<dc:creator>dougaj4</dc:creator>
				<category><![CDATA[Excel]]></category>
		<category><![CDATA[copy as picture]]></category>
		<category><![CDATA[grid lines]]></category>

		<guid isPermaLink="false">http://newtonexcelbach.wordpress.com/?p=1194</guid>
		<description><![CDATA[If in Excel 2007 you copy a range to the clipboard and paste into Word as a picture you get the worksheet gridlines displayed, which may well not be what you want.
This issue was raised at Smurf on Spreadsheets and has a fairly simple solution.
In their efforts to make all the Excel functionality intuitive and easy [...]<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=newtonexcelbach.wordpress.com&blog=2893655&post=1194&subd=newtonexcelbach&ref=&feed=1" />]]></description>
			<content:encoded><![CDATA[<div class='snap_preview'><br /><p>If in Excel 2007 you copy a range to the clipboard and paste into Word as a picture you get the worksheet gridlines displayed, which may well not be what you want.</p>
<p>This issue was raised at <a title="Smurf" href="http://smurfonspreadsheets.wordpress.com/2009/10/02/office-2007-copy-paste-question/">Smurf on Spreadsheets</a> and has a fairly simple solution.</p>
<p>In their efforts to make all the Excel functionality intuitive and easy to access, Microsoft have placed a &#8220;Copy as Picture&#8221; command three levels down under the &#8220;Paste&#8221; button on the Home Tab.  The &#8220;Copy as Picture&#8221; command brings up a dialog box, which has the options &#8220;as shown on screen&#8221; and &#8220;as shown whan printed&#8221;, and an image copied as &#8220;as shown when printed&#8221; does not have the grid-lines.</p>
<div id="attachment_1195" class="wp-caption aligncenter" style="width: 417px"><a href="http://newtonexcelbach.files.wordpress.com/2009/10/save-as-pic.jpg"><img class="size-full wp-image-1195" title="Save-as-pic" src="http://newtonexcelbach.files.wordpress.com/2009/10/save-as-pic.jpg?w=407&#038;h=470" alt="Home - Paste - As Picture - Copy as Picture !" width="407" height="470" /></a><p class="wp-caption-text">Home - Paste - As Picture - Copy as Picture !</p></div>
<p> </p>
<p>If you want to save the image as a separate file the easiest way to get a high quality emf (extended meta-file) image, without loss of image quality, seems to be to paste it into Powerpoint, and save it to a file from there.</p>
<p>Does anyone know a better way?</p>
<p>24th Oct 09:   See comments below for a link to a &#8220;Classic Menu&#8221; addin, available for trial or purchase.</p>
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			<media:title type="html">dougaj4</media:title>
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			<media:title type="html">Save-as-pic</media:title>
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		<item>
		<title>Bend-it Like Euler</title>
		<link>http://newtonexcelbach.wordpress.com/2009/10/10/bend-it-like-euler/</link>
		<comments>http://newtonexcelbach.wordpress.com/2009/10/10/bend-it-like-euler/#comments</comments>
		<pubDate>Sat, 10 Oct 2009 00:25:18 +0000</pubDate>
		<dc:creator>dougaj4</dc:creator>
				<category><![CDATA[Newton]]></category>
		<category><![CDATA[Beam Bending]]></category>

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		<description><![CDATA[I just found the Bend-it blog, which looks like it should be worth a good look:
Note 13 Oct 09:  See comment below.  This blog is temporarily closed whilst being reorganised, but contact the authors if interested.

       <img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=newtonexcelbach.wordpress.com&blog=2893655&post=1190&subd=newtonexcelbach&ref=&feed=1" />]]></description>
			<content:encoded><![CDATA[<div class='snap_preview'><br /><p>I just found the <a title="Advanced Bending Simulation" href="http://bend-it.blogspot.com/">Bend-it</a> blog, which looks like it should be worth a good look:</p>
<p>Note 13 Oct 09:  See comment below.  This blog is temporarily closed whilst being reorganised, but contact the authors if interested.</p>
<p><a href="http://newtonexcelbach.files.wordpress.com/2009/10/bend-it.jpg"><img class="aligncenter size-full wp-image-1191" title="Bend-it" src="http://newtonexcelbach.files.wordpress.com/2009/10/bend-it.jpg?w=468&#038;h=229" alt="Bend-it" width="468" height="229" /></a></p>
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		<title>Three UDFs</title>
		<link>http://newtonexcelbach.wordpress.com/2009/10/05/three-udfs/</link>
		<comments>http://newtonexcelbach.wordpress.com/2009/10/05/three-udfs/#comments</comments>
		<pubDate>Sun, 04 Oct 2009 23:32:48 +0000</pubDate>
		<dc:creator>dougaj4</dc:creator>
				<category><![CDATA[Excel]]></category>
		<category><![CDATA[UDFs]]></category>
		<category><![CDATA[VBA]]></category>
		<category><![CDATA[SumDig]]></category>
		<category><![CDATA[SumSkip]]></category>
		<category><![CDATA[Tabulate]]></category>
		<category><![CDATA[UDF]]></category>

		<guid isPermaLink="false">http://newtonexcelbach.wordpress.com/?p=1177</guid>
		<description><![CDATA[This post is in response to recent discussions at Daily-Dose-of-Excel where many and various worksheet formulas have been suggested to carry out tasks that are (it seems to me) better done with a simple User Defined Function (UDF):
Adding Every Other Cell (also at the Microsoft Office Blog: Adding Every Other Cell in a Column )
and
Summing the [...]<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=newtonexcelbach.wordpress.com&blog=2893655&post=1177&subd=newtonexcelbach&ref=&feed=1" />]]></description>
			<content:encoded><![CDATA[<div class='snap_preview'><br /><p>This post is in response to recent discussions at Daily-Dose-of-Excel where many and various worksheet formulas have been suggested to carry out tasks that are (it seems to me) better done with a simple User Defined Function (UDF):</p>
<p><a href="http://www.dailydoseofexcel.com/archives/2009/09/30/adding-every-other-cell/">Adding Every Other Cell</a> (also at the Microsoft Office Blog: <a href="http://blogs.msdn.com/excel/archive/2009/09/24/adding-every-other-cell-in-a-column.aspx">Adding Every Other Cell in a Column </a>)<br />
and<br />
<a href="http://www.dailydoseofexcel.com/archives/2009/10/03/summing-the-digits-of-a-number/">Summing the Digits of a Number</a></p>
<p>My solutions to these, and also another at Eng-Tips: <a href="http://eng-tips.com/viewthread.cfm?qid=255403&amp;page=1">Transposing data from columns</a>, can be dowloaded here: <a title="Right click to download" href="http://interactiveds.com.au/software/SumTab.zip">Sum Tab.xls</a></p>
<p>The spreadsheet includes full open source code as usual:</p>
<div id="attachment_1178" class="wp-caption aligncenter" style="width: 478px"><a href="http://newtonexcelbach.files.wordpress.com/2009/10/sumtab1.jpg"><img class="size-full wp-image-1178" title="SumTab1" src="http://newtonexcelbach.files.wordpress.com/2009/10/sumtab1.jpg?w=468&#038;h=269" alt="SumSkip Function" width="468" height="269" /></a><p class="wp-caption-text">SumSkip Function</p></div>
<p>The SumSkip function will sum every n&#8217;th row or column of a range, starting from any specified cell.</p>
<p><code><br />
Function SumSkip(SumRange As Variant, Optional NumSkip _As Long _<br />
= 2, Optional StartCell As Long = 1, _<br />
Optional DirSkip As String) As Double<br />
Dim Numrows As Long, NumCols As Long, Sums As Double<br />
Dim i As Long, j As Long, k As Long<br />
If TypeName(SumRange) = "Range" Then SumRange = SumRange.Value2<br />
Numrows = UBound(SumRange)<br />
NumCols = UBound(SumRange, 2)<br />
If DirSkip = "" Then<br />
If Numrows &gt; NumSkip Then<br />
DirSkip = "V"<br />
ElseIf NumCols &gt; NumSkip Then<br />
DirSkip = "H"<br />
End If<br />
End If<br />
DirSkip = UCase(DirSkip)<br />
Select Case DirSkip<br />
Case Is = "V"<br />
For i = StartCell To Numrows Step NumSkip<br />
For j = 1 To NumCols<br />
Sums = Sums + SumRange(i, j)<br />
Next j<br />
Next i<br />
Case Is = "H"<br />
For j = StartCell To NumCols Step NumSkip<br />
For i = 1 To Numrows<br />
Sums = Sums + SumRange(i, j)<br />
Next i<br />
Next j<br />
End Select<br />
SumSkip = Sums<br />
End Function<br />
</code></p>
<p> </p>
<div id="attachment_1179" class="wp-caption aligncenter" style="width: 478px"><a href="http://newtonexcelbach.files.wordpress.com/2009/10/sumtab2.jpg"><img class="size-full wp-image-1179" title="SumTab2" src="http://newtonexcelbach.files.wordpress.com/2009/10/sumtab2.jpg?w=468&#038;h=242" alt="SumDig Function" width="468" height="242" /></a><p class="wp-caption-text">SumDig Function</p></div>
<p>The SumDig function sums the digits of a value or string (either including or excluding values to the right of the decimal point).  I have incorporated the use of  a Byte array to extract the numeric characters without tripping over non-numeric characters, thanks to Charles Williams who provided a neat UDF in the DDoE thread using this technique.</p>
<p><code>Function SumDig(SumVal As String, _<br />
Optional SumFract As Boolean = False) As Long<br />
Dim NumDig As Long, i As Long, DPPos As Long, ByteA() As Byte<br />
DPPos = InStr(1, SumVal, ".") * 2 - 1<br />
ByteA = CStr(SumVal)<br />
NumDig = Len(SumVal) * 2 - 1<br />
If DPPos &gt; 0 Then<br />
For i = 0 To DPPos Step 2<br />
SumDig = SumDig + Val(Chr(ByteA(i)))<br />
Next i<br />
If SumFract = True Then<br />
For i = DPPos + 1 To NumDig Step 2<br />
SumDig = SumDig + Val(Chr(ByteA(i)))<br />
Next i<br />
End If<br />
Else<br />
For i = 0 To NumDig Step 2<br />
SumDig = SumDig + Val(Chr(ByteA(i)))<br />
Next i<br />
End If<br />
End Function<br />
</code></p>
<div id="attachment_1180" class="wp-caption aligncenter" style="width: 478px"><a href="http://newtonexcelbach.files.wordpress.com/2009/10/sumtab3.jpg"><img class="size-full wp-image-1180" title="SumTab3" src="http://newtonexcelbach.files.wordpress.com/2009/10/sumtab3.jpg?w=468&#038;h=392" alt="Tabulate Function" width="468" height="392" /></a><p class="wp-caption-text">Tabulate Function</p></div>
<p>The tabulate function creates a table based on row and column numbers and data listed in a 3 column range.  It was pointed out in the Eng-Tips thread that this could also be done with a pivot table, but the UDF solution seems simpler to me.</p>
<p> </p>
<div><code>Function Tabulate(TabA As Variant) As Variant<br />
Dim Numrows1 As Long, NumRows2 As Long, NumCols As Long, Tab2A() As Variant<br />
Dim i As Long, j As Long<br />
TabA = TabA.Value2<br />
Numrows1 = UBound(TabA)<br />
NumRows2 = TabA(Numrows1, 1)<br />
NumCols = TabA(Numrows1, 2)<br />
ReDim Tab2A(1 To Numrows1, 1 To NumCols)<br />
For i = 1 To Numrows1<br />
Tab2A(TabA(i, 1), TabA(i, 2)) = TabA(i, 3)<br />
Next i<br />
Tabulate = Tab2A<br />
End Function</code></div>
<p>Does a straightforward UDF beat a convoluted worksheet function, or are UDFs best avoided?</p>
<p>What do you think?</p>
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		<title>Update to Publications</title>
		<link>http://newtonexcelbach.wordpress.com/2009/10/02/update-to-publications/</link>
		<comments>http://newtonexcelbach.wordpress.com/2009/10/02/update-to-publications/#comments</comments>
		<pubDate>Fri, 02 Oct 2009 03:56:15 +0000</pubDate>
		<dc:creator>dougaj4</dc:creator>
				<category><![CDATA[Arch structures]]></category>
		<category><![CDATA[Concrete]]></category>
		<category><![CDATA[Geotechnical Engineering]]></category>
		<category><![CDATA[Newton]]></category>
		<category><![CDATA[bridges]]></category>
		<category><![CDATA[buried structures]]></category>
		<category><![CDATA[Publications]]></category>
		<category><![CDATA[soil-structure interaction]]></category>

		<guid isPermaLink="false">http://newtonexcelbach.wordpress.com/?p=1168</guid>
		<description><![CDATA[I have (at long last) updated my list of publications (all downloadable).  Click on the link below to visit the site, or download direct from the list here.
My Publications
Here is the current list:



 
 


Predicting the Deflection of Concrete Structures in Practice (374 k Word file)
Concrete Solutions 09, Sydney 2009


Predicting the Deflection of Concrete Structures in [...]<img alt="" border="0" src="http://stats.wordpress.com/b.gif?host=newtonexcelbach.wordpress.com&blog=2893655&post=1168&subd=newtonexcelbach&ref=&feed=1" />]]></description>
			<content:encoded><![CDATA[<div class='snap_preview'><br /><p>I have (at long last) updated my list of publications (all downloadable).  Click on the link below to visit the site, or download direct from the list here.</p>
<p><a title="Click to view list" href="http://interactiveds.com.au/Publications/Publications.html">My Publications</a></p>
<p>Here is the current list:</p>
<table border="1" cellspacing="0" cellpadding="0" align="center" bgcolor="#ffffff">
<tbody>
<tr>
<td> </td>
<td> </td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Deflections09.doc"><span style="color:#0000ff;">Predicting the Deflection of Concrete Structures in Practice (374 k Word file)</span></a></td>
<td>Concrete Solutions 09, Sydney 2009</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Deflections09.ppt"><span style="color:#0000ff;">Predicting the Deflection of Concrete Structures in Practice presentation (1.4 MB Powerpoint file)</span></a></td>
<td>Concrete Solutions 09, Sydney 2009</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Strand7.ppt"><span style="color:#0000ff;">Efficient Analysis with the Strand7 API presentation (450 kB Powerpoint file)</span></a></td>
<td>Concrete Institute of Australia seminar, Sydney 2009</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/OSE.doc"><span style="color:#0000ff;">Analysis and Design of Large Span Arch Structures under High Fills (1.1 MB Word file)</span></a></td>
<td>Austroads Bridge Conference, Auckland 2009</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/OSEppt.zip"><span style="color:#0000ff;">Analysis and Design of Large Span Arch Structures under High Fills presentation (2.9 MB zipped Powerpoint file)</span></a></td>
<td>Austroads Bridge Conference, Auckland 2009</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/double%20animation.zip"><span style="color:#0000ff;">Analysis and Design of Large Span Arch Structures under High Fills p (1.6 MB animation)</span></a></td>
<td>Austroads Bridge Conference, Auckland 2009</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Robust%20Structures.pdf"><span style="color:#0000ff;">Design of Robust Structures, presentation (1.3 MB pdf file)</span></a></td>
<td>Concrete Institute of Australia seminar, Sydney 2009</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Morwell07.PDF"><span style="color:#0000ff;">Settlement of Precast Culverts Under High Fills; The Influence of Construction Sequence and Structural Effects of Longitudinal Strains (1.85 MB pdf file)</span></a></td>
<td>Concrete Institute of Australia Conference, Adelaide 2007</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/MorwellPresentation2.ppt"><span style="color:#0000ff;">Settlement of Precast Culverts Under High Fills; presentation (5.4 MB Powerpoint file)</span></a></td>
<td>Concrete Institute of Australia Conference, Adelaide 2007</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Buckling07.pdf"><span style="color:#0000ff;">Finite element modelling of load shed and non-linear buckling solutions of confined steel tunnel liners (350 kB pdf file)</span></a></td>
<td>ANZ Geomechanics Conference, Brisbane 2007</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Buckling07.ppt"><span style="color:#0000ff;">Finite element modelling of confined steel tunnel liners presentation (2.2 MB Powerpoint file)</span></a></td>
<td>ANZ Geomechanics Conference, Brisbane 2007</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/TunnelsUnderHighFills-paper.doc"><span style="color:#0000ff;">Soil Loads On Cut And Cover Tunnels Under High Fills (3.9 MB Word file)</span></a></td>
<td>Concrete Institute of Australia seminar, Sydney 2007</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/SSI%20in%20design%20of%20buried%20arch%20tunnels.ppt"><span style="color:#0000ff;">Soil Loads On Cut And Cover Tunnels Under High Fills, presentation (3.7 MB Powerpoint file)</span></a></td>
<td>Concrete Institute of Australia seminar, Sydney 2007</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/HPC%20in%20Bridges%20paper-austroads2.doc"><span style="color:#0000ff;">High Performance Concrete in Bridges, durability and workability (800 kB MS Word file)</span></a></td>
<td>Austroads Bridge Conference, Perth 2006</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/HPC%20in%20Bridges-Austroads.ppt"><span style="color:#0000ff;">High Performance Concrete in Bridges presentation(2.6 MB MS Powerpoint file)</span></a></td>
<td>Austroads Bridge Conference, Perth 2006</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Cracking%20and%20Deflections.doc"><span style="color:#0000ff;">Prediction of Cracking and Deflections; International Code Provisions and Recent Research (920 kB Word file)</span></a></td>
<td>Concrete Institute of Australia seminar, Sydney 2006</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/codes.ppt"><span style="color:#0000ff;">Prediction of Cracking and Deflections; presentations (1.4 MB Powerpoint file; 270 kB Powerpoint file)</span></a></td>
<td>Concrete Institute of Australia seminar, Sydney 2006</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/HSC%20in%20AS5100.doc"><span style="color:#0000ff;">High Strength Concrete in AS 5100 &#8211; Opportunities and Restrictions (360 kB Word file)</span></a></td>
<td>Concrete Institute of Australia seminar, Sydney 2005</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/HSC%20in%20AS5100.ppt"><span style="color:#0000ff;">High Strength Concrete in AS 5100 &#8211; Presentation (1.8 MB Powerpoint file)</span></a></td>
<td>Concrete Institute of Australia seminar, Sydney 2005</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/HPCinBridgespaper.doc"><span style="color:#0000ff;">High Performance Concrete in Bridges (350 kB MS Word file)</span></a></td>
<td>Concrete Institute of Australia Conference, Melbourne 2005</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/HPCinBridges.ppt"><span style="color:#0000ff;">High Performance Concrete in Bridges presentation(1.8 MB MS Powerpoint file)</span></a></td>
<td>Concrete Institute of Australia Conference, Melbourne 2005</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/North%20Kiamanet.doc"><span style="color:#0000ff;">North Kiama By-pass (6.1 MB MS Word file)</span></a></td>
<td>Concrete Institute of Australia Conference, Melbourne 2005</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/NorthKiamaConcrete2005Presentation.ppt"><span style="color:#0000ff;">North Kiama By-pass presentation(7.9 MB MS Powerpoint file)</span></a></td>
<td>Concrete Institute of Australia Conference, Melbourne 2005</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/TunnelsUnderHighFills-paper.doc"><span style="color:#0000ff;">Soil Loads on Cut and Cover Tunnels Under High Fills (3.4 MB MS Word file)</span></a></td>
<td>Australian Geomechanics Society Mini-symposioum, Sydney 2005</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/TunnelsUnderHighFills-presentation.ppt"><span style="color:#0000ff;">Soil Loads on Cut and Cover Tunnels Under High Fills presentation(3.9 MB MS Powerpoint file)</span></a></td>
<td>Australian Geomechanics Society Mini-symposioum, Sydney 2005</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/SeismicDesignofBuriedStructuresAS5100.doc"><span style="color:#0000ff;">Seismic design of Buried Structures to AS5100 (940 kB MS Word file)</span></a></td>
<td>Australian Earthquake Engineering Society Conferenc, Mount Gambier 2004</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/SeismicDesignBuriedStructures.ppt"><span style="color:#0000ff;">Seismic design of Buried Structures to AS5100 presentation(2.0 MB MS Powerpoint file)</span></a></td>
<td>Australian Earthquake Engineering Society Conferenc, Mount Gambier 2004</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/SSI%20in%20design%20of%20buried%20arch%20tunnels.ppt"><span style="color:#0000ff;">Design for Soil-Structure Interaction (2.8 MB MS Powerpoint file)</span></a></td>
<td>Concrete Institute of Australia seminar, Sydney 2004</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Bridge_Deck_Behaviour.ppt"><span style="color:#0000ff;">Bridge Deck Behaviour Revisited presentation(1.0 MB MS Powerpoint file)</span></a></td>
<td>Austroads Bridge Conference, Hobart 2004</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/BRIDGE_DECK_BEHAVIOUR.doc"><span style="color:#0000ff;">Bridge Deck Behaviour Revisited (190 kB MS Word file)</span></a></td>
<td>Austroads Bridge Conference, Hobart 2004</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Impactpaper.doc"><span style="color:#0000ff;">Impact Loads on Buried Structures (300 kB MS Word file)</span></a></td>
<td>Concrete Institute of Australia Conference, Brisbane 2003</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Impact%20load.ppt"><span style="color:#0000ff;">Impact Loads on Buried Structures presentation(2.1 MB MS Powerpoint file)</span></a></td>
<td>Concrete Institute of Australia Conference, Brisbane 2003</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/morwellpaper.doc"><span style="color:#0000ff;">Morwell Tunnels -Design of a Buried Arch Culvert Under Very High Fill (640 kB MS Word file)</span></a></td>
<td>Concrete Institute of Australia Conference, Brisbane 2003</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/barcoo%20outlet.doc"><span style="color:#0000ff;">Barcoo Outlet (300 kB MS Word file)</span></a></td>
<td>Concrete Institute of Australia Conference, Perth 2001</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/conc01-Barcoo%20Outlet.ppt"><span style="color:#0000ff;">Barcoo Outlet; presentation (2 MB MS Powerpoint file)</span></a></td>
<td>Concrete Institute of Australia Conference, Perth 2001</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Kwinnana.pdf"><span style="color:#0000ff;">Kwinnana Freeway (1.4 MB pdf file)</span></a></td>
<td>Concrete Institute of Australia Conference, Perth 2001</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/0768.pdf"><span style="color:#0000ff;">Seismic Analysis of Buried Arch Structures</span></a></td>
<td>World Conference on Earthquake Engineering, Auckland 2000</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/HBRL_CIA3.htm"><span style="color:#0000ff;">Homebush Bay Rail Link</span></a></td>
<td>Concrete Institute of Australia Conference, Sydney 1999</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Conc99-ArchStructures.pdf"><span style="color:#0000ff;">Arch Structures (7 MB pdf file)</span></a></td>
<td>Concrete Institute of Australia Conference, Sydney 1999</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/Conc99-ArchStructures-textonly.doc"><span style="color:#0000ff;">Arch Structures (text only) (0.18 MB doc file)</span></a></td>
<td>Concrete Institute of Australia Conference, Sydney 1999</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/conc99-Arch%20Structures.ppt"><span style="color:#0000ff;">Arch Structures &#8211; (MS Powerpoint presenation, 5.1 MB file)</span></a></td>
<td>Concrete Institute of Australia Conference, Sydney 1999</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/auckland98.pdf"><span style="color:#0000ff;">Non-linear Analysis of Buried Arch Structures</span></a></td>
<td>Australasian Structural Engineering Conference, Auckland 1998</td>
</tr>
<tr>
<td><a href="http://interactiveds.com.au/Publications/conc97.pdf"><span style="color:#0000ff;">Analysis of Buried Arch Structure: Performance versus Prediction (Right click to download Word Document)</span></a></td>
<td>Concrete Institute of Australia Conference, Adelaide 1997</td>
</tr>
</tbody>
</table>
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