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		<title>Comments</title>
		<description>Discuss www.excelcalcs.com</description>
		<link>http://www.excelcalcs.com</link>
		<lastBuildDate>Tue, 21 May 2013 10:40:28 +0100</lastBuildDate>
		<generator>JComments</generator>
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		<item>
			<title>Langrange Interpolation</title>
			<link>http://www.excelcalcs.com/repository/maths/langrange-interpolation/#comment-1213</link>
			<description><![CDATA[kimahri says: &quot;estupid web&quot;]]></description>
			<dc:creator>kimahri</dc:creator>
			<pubDate>Thu, 09 May 2013 04:15:47 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/maths/langrange-interpolation/#comment-1213</guid>
		</item>
		<item>
			<title>Spun Pile</title>
			<link>http://www.excelcalcs.com/repository/strength/spun-pile/#comment-1212</link>
			<description><![CDATA[ryandarwin says: &quot;This file was developed by my friend in Vietnam. Buddy please make your own spreadsheet. Piracy is a crime.&quot;]]></description>
			<dc:creator>ryandarwin</dc:creator>
			<pubDate>Sat, 04 May 2013 19:14:45 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/spun-pile/#comment-1212</guid>
		</item>
		<item>
			<title>Padeye Design Metric</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/padeye-design-metric/#comment-1211</link>
			<description><![CDATA[reney says: &quot;Thank you...&quot;]]></description>
			<dc:creator>reney</dc:creator>
			<pubDate>Thu, 02 May 2013 09:00:09 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/padeye-design-metric/#comment-1211</guid>
		</item>
		<item>
			<title>ASME CALCULATION FOR MITER BEND</title>
			<link>http://www.excelcalcs.com/repository/fluids/piping/asme-calculation-for-miter-bend/#comment-1210</link>
			<description><![CDATA[JohnDoyle says: &quot;I have extended your XLC Pro subscription by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Wed, 01 May 2013 13:56:18 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/fluids/piping/asme-calculation-for-miter-bend/#comment-1210</guid>
		</item>
		<item>
			<title>CALCULATION OF CORROSION PROPERTY</title>
			<link>http://www.excelcalcs.com/repository/fluids/calculation-of-corrosion-property/#comment-1209</link>
			<description><![CDATA[JohnDoyle says: &quot;I have extended your XLC Pro subscription by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Mon, 29 Apr 2013 09:03:20 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/fluids/calculation-of-corrosion-property/#comment-1209</guid>
		</item>
		<item>
			<title>Padeye Design Metric</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/padeye-design-metric/#comment-1208</link>
			<description><![CDATA[JohnDoyle says: &quot;I have awarded a free 3 months XLC Pro subscription by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Mon, 29 Apr 2013 08:07:56 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/padeye-design-metric/#comment-1208</guid>
		</item>
		<item>
			<title>Perencanaan-Balok-Dengan-Pengaku-Badan.xls</title>
			<link>http://www.excelcalcs.com/repository/trial/perencanaan%11balok%11dengan%11pengaku%11badan.xls/#comment-1207</link>
			<description><![CDATA[ryandarwin says: &quot;You must translate it in English to contribute anyway...&quot;]]></description>
			<dc:creator>ryandarwin</dc:creator>
			<pubDate>Sun, 28 Apr 2013 05:54:48 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/trial/perencanaan%11balok%11dengan%11pengaku%11badan.xls/#comment-1207</guid>
		</item>
		<item>
			<title>Perencanaan-Balok-Dengan-Pengaku-Badan.xls</title>
			<link>http://www.excelcalcs.com/repository/trial/perencanaan%11balok%11dengan%11pengaku%11badan.xls/#comment-1206</link>
			<description><![CDATA[ryandarwin says: &quot;This spreadsheet is owned by M. Noer Ilham of Thailand and you just deleted the other sheet on the file. This is one of a form of piracy. Bad cheetah...&quot;]]></description>
			<dc:creator>ryandarwin</dc:creator>
			<pubDate>Sun, 28 Apr 2013 05:52:17 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/trial/perencanaan%11balok%11dengan%11pengaku%11badan.xls/#comment-1206</guid>
		</item>
		<item>
			<title>COMPRESSED AIR SYSTEM</title>
			<link>http://www.excelcalcs.com/repository/fluids/fluid-mechanics/compressed-air-system/#comment-1205</link>
			<description><![CDATA[JohnDoyle says: &quot;I have awarded an free 3 month XLC Pro subscription by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Tue, 23 Apr 2013 08:06:24 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/fluids/fluid-mechanics/compressed-air-system/#comment-1205</guid>
		</item>
		<item>
			<title>CIRCBASE.xls</title>
			<link>http://www.excelcalcs.com/repository/machines/bolts-and-threads/circbase.xls/#comment-1204</link>
			<description><![CDATA[Dado72ok says: &quot; hai giā scaricato il file CIRCBASE.xls?&quot;]]></description>
			<dc:creator>Dado72ok</dc:creator>
			<pubDate>Fri, 19 Apr 2013 13:02:36 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/machines/bolts-and-threads/circbase.xls/#comment-1204</guid>
		</item>
		<item>
			<title>AXIAL AND LATERAL LOAD PILES (FEM)</title>
			<link>http://www.excelcalcs.com/repository/fluids/geotechnics/axial-and-lateral-load-piles-%28fem%29/#comment-1203</link>
			<description><![CDATA[22levent says: &quot;how can i download this sheet?&quot;]]></description>
			<dc:creator>22levent</dc:creator>
			<pubDate>Thu, 18 Apr 2013 13:53:23 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/fluids/geotechnics/axial-and-lateral-load-piles-%28fem%29/#comment-1203</guid>
		</item>
		<item>
			<title>Three Phase Switch Stand</title>
			<link>http://www.excelcalcs.com/repository/strength/wind-%26-snow/three-phase-switch-stand/#comment-1202</link>
			<description><![CDATA[JohnDoyle says: &quot;I have extended your XLC Pro subscription by 3 months by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Tue, 16 Apr 2013 09:51:39 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/wind-%26-snow/three-phase-switch-stand/#comment-1202</guid>
		</item>
		<item>
			<title>ExcelFEM_3D (for Excel 2007 &amp; Excel 2010)</title>
			<link>http://www.excelcalcs.com/repository/strength/finite-element/excelfem_3d-%28for-excel-2007-%26-excel-2010%29/#comment-1201</link>
			<description><![CDATA[tata says: &quot;Most impressive! Thanks for sharing.&quot;]]></description>
			<dc:creator>tata</dc:creator>
			<pubDate>Mon, 15 Apr 2013 19:14:37 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/finite-element/excelfem_3d-%28for-excel-2007-%26-excel-2010%29/#comment-1201</guid>
		</item>
		<item>
			<title>Offshore Tubular Joints Punch Check as per API-WSD</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/offshore-tubular-joints-punch-check-as-per-api%11wsd/#comment-1200</link>
			<description><![CDATA[JohnDoyle says: &quot;Thank you for your debut calculation I have awarded a free 3 month XLC Pro subscription by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Mon, 15 Apr 2013 17:42:08 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/offshore-tubular-joints-punch-check-as-per-api%11wsd/#comment-1200</guid>
		</item>
		<item>
			<title>Anchor Reinforcement Metric Version</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/anchor-reinforcement-metric-version/#comment-1199</link>
			<description><![CDATA[ryandarwin says: &quot;Nice one buddy...&quot;]]></description>
			<dc:creator>ryandarwin</dc:creator>
			<pubDate>Tue, 09 Apr 2013 09:47:16 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/anchor-reinforcement-metric-version/#comment-1199</guid>
		</item>
		<item>
			<title>Anchor Reinforcement</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/anchor-reinforcement/#comment-1198</link>
			<description><![CDATA[JohnDoyle says: &quot;Anchor Reinforcement Metric: http://www.excelcalcs.com/repository/strength/civil-engineering/anchor-reinforcement-metric-version/ has been uploaded.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Mon, 08 Apr 2013 09:39:24 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/anchor-reinforcement/#comment-1198</guid>
		</item>
		<item>
			<title>Anchor Reinforcement Metric Version</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/anchor-reinforcement-metric-version/#comment-1197</link>
			<description><![CDATA[JohnDoyle says: &quot;I am sure that this metric version will be very useful. I have extended your XLC Pro subscription by 3 months by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Mon, 08 Apr 2013 09:08:34 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/anchor-reinforcement-metric-version/#comment-1197</guid>
		</item>
		<item>
			<title>Anchor Reinforcement</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/anchor-reinforcement/#comment-1196</link>
			<description><![CDATA[ryandarwin says: &quot;METRIC VERSION PLS!&quot;]]></description>
			<dc:creator>ryandarwin</dc:creator>
			<pubDate>Sat, 06 Apr 2013 08:51:00 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/anchor-reinforcement/#comment-1196</guid>
		</item>
		<item>
			<title>Design of Rectangular Column</title>
			<link>http://www.excelcalcs.com/repository/strength/beams/design-of-rectangular-column/#comment-1195</link>
			<description><![CDATA[JohnDoyle says: &quot;I have extended your XLC Pro subscription by 3 months by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Fri, 05 Apr 2013 11:51:39 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/beams/design-of-rectangular-column/#comment-1195</guid>
		</item>
		<item>
			<title>Reinforced Retaining Wall Design</title>
			<link>http://www.excelcalcs.com/repository/fluids/geotechnics/reinforced-retaining-wall-design/#comment-1194</link>
			<description><![CDATA[JohnDoyle says: &quot;I have extended your XLC Pro subscription by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Fri, 05 Apr 2013 08:09:49 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/fluids/geotechnics/reinforced-retaining-wall-design/#comment-1194</guid>
		</item>
		<item>
			<title>Excel Mini Graphics</title>
			<link>http://www.excelcalcs.com/repository/strength/frames/excel-mini-graphics/#comment-1193</link>
			<description><![CDATA[DRT says: &quot;Hi I have just tried a simple support beam with one Y load in the centre and the results show an error in that the left and right side of the beam are not equal - it looks like there is a support (not shown) towards the right of the beam (please see picture)http://i1180.photobucket.com/albums/x402/tuizner/2013-04-0310_54_31-MicrosoftExcel-LOADS_zps4754cf b6.jpg.&quot;]]></description>
			<dc:creator>DRT</dc:creator>
			<pubDate>Wed, 03 Apr 2013 10:59:14 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/frames/excel-mini-graphics/#comment-1193</guid>
		</item>
		<item>
			<title>FRP Reinforcement of RC Beams &amp; Slabs</title>
			<link>http://www.excelcalcs.com/repository/strength/beams/frp-reinforcement-of-rc-beams-%26-slabs/#comment-1192</link>
			<description><![CDATA[JohnDoyle says: &quot;Thank you Michael for all your support. I have extended your XLC Pro subscription by 3 months by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Tue, 02 Apr 2013 14:28:41 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/beams/frp-reinforcement-of-rc-beams-%26-slabs/#comment-1192</guid>
		</item>
		<item>
			<title>Wood Perforated Shear Wall Design</title>
			<link>http://www.excelcalcs.com/repository/strength/wood/wood-perforated-shear-wall-design/#comment-1191</link>
			<description><![CDATA[anniesball says: &quot;This is nice, but what are the forces around the opening? Is it possible to get this information?&quot;]]></description>
			<dc:creator>anniesball</dc:creator>
			<pubDate>Thu, 21 Mar 2013 21:36:31 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/wood/wood-perforated-shear-wall-design/#comment-1191</guid>
		</item>
		<item>
			<title>Appendix D - Anchor Bolt Anchorage ACI 318</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/appendix-d-%11-anchor-bolt-anchorage-aci-318/#comment-1190</link>
			<description><![CDATA[MERELKO says: &quot;Nice job!&quot;]]></description>
			<dc:creator>MERELKO</dc:creator>
			<pubDate>Sun, 17 Mar 2013 21:14:20 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/appendix-d-%11-anchor-bolt-anchorage-aci-318/#comment-1190</guid>
		</item>
		<item>
			<title>Orthotropic Plate Buckling and ABD Matrix Calculator</title>
			<link>http://www.excelcalcs.com/repository/strength/buckling/orthotropic-plate-buckling-and-abd-matrix-calculator/#comment-1189</link>
			<description><![CDATA[neogandalf says: &quot;nice&quot;]]></description>
			<dc:creator>neogandalf</dc:creator>
			<pubDate>Fri, 15 Mar 2013 20:43:05 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/buckling/orthotropic-plate-buckling-and-abd-matrix-calculator/#comment-1189</guid>
		</item>
		<item>
			<title>WT Design</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/wt-design/#comment-1188</link>
			<description><![CDATA[JohnDoyle says: &quot;A very useful debut calculation Paul, I have awarded a free 3 month XLC Pro subscription by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Thu, 14 Mar 2013 08:04:58 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/wt-design/#comment-1188</guid>
		</item>
		<item>
			<title>AISC Lifting Lug</title>
			<link>http://www.excelcalcs.com/repository/machines/pins-and-joints/aisc-lifting-lug/#comment-1187</link>
			<description><![CDATA[lewefe says: &quot;It looks nice for lifting padeye design.&quot;]]></description>
			<dc:creator>lewefe</dc:creator>
			<pubDate>Wed, 13 Mar 2013 14:22:32 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/machines/pins-and-joints/aisc-lifting-lug/#comment-1187</guid>
		</item>
		<item>
			<title>BEAMANAL.xls</title>
			<link>http://www.excelcalcs.com/repository/strength/beams/beamanal.xls/#comment-1186</link>
			<description><![CDATA[JohnDoyle says: &quot;All you need to do is use Alex's spreadsheet: http://www.excelcalcs.com/component/option,com_remository/func,fileinfo/id,255/ and select the multiple span tab. Make a three span beam with the left & right hand end spans cantilevered. I think this will give you the flexibility you need.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Tue, 12 Mar 2013 17:52:46 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/beams/beamanal.xls/#comment-1186</guid>
		</item>
		<item>
			<title>Excel Mini Graphics</title>
			<link>http://www.excelcalcs.com/repository/strength/frames/excel-mini-graphics/#comment-1185</link>
			<description><![CDATA[Aaron Biedenbach says: &quot;Can the locations of the supports be changed?&quot;]]></description>
			<dc:creator>Aaron Biedenbach</dc:creator>
			<pubDate>Tue, 12 Mar 2013 17:46:52 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/frames/excel-mini-graphics/#comment-1185</guid>
		</item>
		<item>
			<title>Beam with stress.xls</title>
			<link>http://www.excelcalcs.com/repository/strength/beams/beam-with-stress.xls/#comment-1184</link>
			<description><![CDATA[Aaron Biedenbach says: &quot;Has anyone modified the spreadsheet to allow the location of RL and RR to be located at other points along the beam?&quot;]]></description>
			<dc:creator>Aaron Biedenbach</dc:creator>
			<pubDate>Tue, 12 Mar 2013 17:16:00 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/beams/beam-with-stress.xls/#comment-1184</guid>
		</item>
		<item>
			<title>BOLTGRP.xls</title>
			<link>http://www.excelcalcs.com/repository/machines/bolts-and-threads/boltgrp.xls/#comment-1183</link>
			<description><![CDATA[rahulmenon says: &quot;John, I cannot use Turan's spreadsheet since it is very difficult to automate to cater to my needs, a simple one like Alex's could be easily altered to get the results I am looking for. Thanks!&quot;]]></description>
			<dc:creator>rahulmenon</dc:creator>
			<pubDate>Mon, 11 Mar 2013 21:13:53 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/machines/bolts-and-threads/boltgrp.xls/#comment-1183</guid>
		</item>
		<item>
			<title>BOLTGRP.xls</title>
			<link>http://www.excelcalcs.com/repository/machines/bolts-and-threads/boltgrp.xls/#comment-1181</link>
			<description><![CDATA[JohnDoyle says: &quot;You could generate a 3D frame between the point of load application and the 3D bolt positions using Turan Babacan's FEM spreadsheet: http://www.excelcalcs.com/component/option,com_remository/func,fileinfo/id,720/. Restraining bolt nodes in the x, y and z directions will produce the bolt loads as reactions.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Mon, 04 Mar 2013 20:10:02 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/machines/bolts-and-threads/boltgrp.xls/#comment-1181</guid>
		</item>
		<item>
			<title>IBC2009E.xls</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/ibc2009e.xls/#comment-1179</link>
			<description><![CDATA[m4free says: &quot;very nice excelsheet go ahead&quot;]]></description>
			<dc:creator>m4free</dc:creator>
			<pubDate>Sat, 02 Mar 2013 13:17:07 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/ibc2009e.xls/#comment-1179</guid>
		</item>
		<item>
			<title>BOLTGRP.xls</title>
			<link>http://www.excelcalcs.com/repository/machines/bolts-and-threads/boltgrp.xls/#comment-1178</link>
			<description><![CDATA[rahulmenon says: &quot;Alex, do you have something similar for 3D bolt group? and also where did you get the formula to compute axial stress and shear stresses? Is there a way shear stresses could be reported in components than as a resultant shear? Any help would be appreciated, I am more interested in a 3D bolt group tho. Thanks Rahul&quot;]]></description>
			<dc:creator>rahulmenon</dc:creator>
			<pubDate>Fri, 01 Mar 2013 20:43:56 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/machines/bolts-and-threads/boltgrp.xls/#comment-1178</guid>
		</item>
		<item>
			<title>Shackle Calculations</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/shackle-calculations/#comment-1177</link>
			<description><![CDATA[JohnDoyle says: &quot;Thanks for your calculation. I have awarded a free XLC Pro subscription by way of thanks. I did notice that there is a #REF error in cell W36. I wonder if you could up date the calculation with the correct formula?&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Wed, 20 Feb 2013 08:57:02 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/shackle-calculations/#comment-1177</guid>
		</item>
		<item>
			<title>Monorail Design</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/monorail-design/#comment-1176</link>
			<description><![CDATA[JohnDoyle says: &quot;Thank you for your debut calculation. There is a lot of useful detail here and it may be a useful guide for any user following Eurocode design method. I have awardedyou a free 6 month XLC Pro subscription by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Wed, 13 Feb 2013 19:32:34 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/monorail-design/#comment-1176</guid>
		</item>
		<item>
			<title>BOLTGRP.xls</title>
			<link>http://www.excelcalcs.com/repository/machines/bolts-and-threads/boltgrp.xls/#comment-1175</link>
			<description><![CDATA[JohnDoyle says: &quot;I have copied the elastic analysis calculations and done a global replace "in." to "mm"; "in-k" to "Nmm"; "kips" to "N" and also "k" to "N". Remember replace only works in the selected range of cells if you want more control. The calculation itself is interdependent of units provided the units are consistent.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Mon, 11 Feb 2013 22:10:09 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/machines/bolts-and-threads/boltgrp.xls/#comment-1175</guid>
		</item>
		<item>
			<title>BOLTGRP.xls</title>
			<link>http://www.excelcalcs.com/repository/machines/bolts-and-threads/boltgrp.xls/#comment-1174</link>
			<description><![CDATA[paulmac66 says: &quot;Is there a metric version of this&quot;]]></description>
			<dc:creator>paulmac66</dc:creator>
			<pubDate>Mon, 11 Feb 2013 06:54:27 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/machines/bolts-and-threads/boltgrp.xls/#comment-1174</guid>
		</item>
		<item>
			<title>ExcelFEM_ 2D  (for Excel 2007 &amp; Excel 2010)</title>
			<link>http://www.excelcalcs.com/repository/strength/finite-element/excelfem_-2d--%28for-excel-2007-%26-excel-2010%29/#comment-1173</link>
			<description><![CDATA[sak123exelcalcs123 says: &quot;Hi Turan Babacan, Nice upload. I have some suggestions and comments that you may want to think about for the next version: 1. For sections, please add a user defined section that allows the user to directly enter the area, bending inertia, etc.. This would allow the user to enter section properties values of sections that are not an option in your section menu. For example, I have a rotated channel section were the flanges are vertical and the web is horizontal. This section is not available. No program can have all possible sections, but adding an option that allows the user to directly enter the section properties could work for any section. Also, the user would need to know the local beam coordinate system to put in proper bending inertia about the correct axis. 2. I recently made a symmetric model with symmetric loading and symmetric boundary conditions. However one of reactions (Fy) were not symmetric. All other reactions were symmetric as expected. Have you run a symmetric test case like this ? 3. In the materials data entry, the GAMMA parameter is not defined - what material property does this represent ? You may want to add comments to the excel cells to allow the user see what material property is required. For example - in some cells, a comment would explain that the coefficient of thermal expansion would be entered. For another cell, a comment could be used to explain that Young's modulus (E) is entered, same for material density, etc.. 4. Please consider adding more boundary conditions. For example, I need the BC where the x and moment direction were constrained - for boundary condition 0Y0. This is not an option on the restraint pull-down selection. I wanted to model a roller that was rigid - allowing displacement in Y (vertical) direction but no rotation. Thanks Keep up the good work ! Regards, SAK&quot;]]></description>
			<dc:creator>sak123exelcalcs123</dc:creator>
			<pubDate>Thu, 07 Feb 2013 03:51:22 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/finite-element/excelfem_-2d--%28for-excel-2007-%26-excel-2010%29/#comment-1173</guid>
		</item>
		<item>
			<title>Calculation for mixed concrete-wood floor</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/calculation-for-mixed-concrete%11wood-floor/#comment-1172</link>
			<description><![CDATA[JohnDoyle says: &quot;Thanks for your contribution. I have awarded a free 3 month XLC Pro subscription. Please note that we require all calculations to be in English but in this instance I think it is possible to follow the calculation.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Wed, 06 Feb 2013 13:45:03 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/calculation-for-mixed-concrete%11wood-floor/#comment-1172</guid>
		</item>
		<item>
			<title>Quadratic Equations.xls</title>
			<link>http://www.excelcalcs.com/repository/trial/quadratic-equations.xls/#comment-1171</link>
			<description><![CDATA[mrjoesan2 says: &quot;thanks for this...&quot;]]></description>
			<dc:creator>mrjoesan2</dc:creator>
			<pubDate>Mon, 04 Feb 2013 04:02:53 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/trial/quadratic-equations.xls/#comment-1171</guid>
		</item>
		<item>
			<title>UDL on simply supported beam.xls</title>
			<link>http://www.excelcalcs.com/repository/trial/udl-on-simply-supported-beam.xls/#comment-1170</link>
			<description><![CDATA[mrjoesan2 says: &quot;the best!!!&quot;]]></description>
			<dc:creator>mrjoesan2</dc:creator>
			<pubDate>Mon, 04 Feb 2013 04:01:09 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/trial/udl-on-simply-supported-beam.xls/#comment-1170</guid>
		</item>
		<item>
			<title>AXIAL AND LATERAL LOAD PILES (FEM)</title>
			<link>http://www.excelcalcs.com/repository/fluids/geotechnics/axial-and-lateral-load-piles-%28fem%29/#comment-1169</link>
			<description><![CDATA[Colen says: &quot;This sheet is very well done but I believe in the first meters the pressure diagram never can be higher than p2(passive)-p1(active)==>(Soil Failure), like Hetenyi explains in the book "Beams on Elastic Foundation", and that issue is not reflected in the calculation. Sorry my english José Colen&quot;]]></description>
			<dc:creator>Colen</dc:creator>
			<pubDate>Thu, 31 Jan 2013 15:53:56 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/fluids/geotechnics/axial-and-lateral-load-piles-%28fem%29/#comment-1169</guid>
		</item>
		<item>
			<title>Excel Mini Graphics</title>
			<link>http://www.excelcalcs.com/repository/strength/frames/excel-mini-graphics/#comment-1168</link>
			<description><![CDATA[JohnDoyle says: &quot;Well done again Turan once again you help me work faster, achieve more and make my bookshelves lighter :-)&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Tue, 29 Jan 2013 09:27:27 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/frames/excel-mini-graphics/#comment-1168</guid>
		</item>
		<item>
			<title>Helical Spring Design Guide.xls</title>
			<link>http://www.excelcalcs.com/repository/machines/miscellaneous/helical-spring-design-guide.xls/#comment-1167</link>
			<description><![CDATA[trophy says: &quot;ty 4 help&quot;]]></description>
			<dc:creator>trophy</dc:creator>
			<pubDate>Sat, 19 Jan 2013 18:27:59 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/machines/miscellaneous/helical-spring-design-guide.xls/#comment-1167</guid>
		</item>
		<item>
			<title>Reinforced Concrete Ultimate Moment Capacity</title>
			<link>http://www.excelcalcs.com/repository/strength/beams/reinforced-concrete-ultimate-moment-capacity/#comment-1166</link>
			<description><![CDATA[JohnDoyle says: &quot;I have awarded a free 3 month XLC Pro subscription by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Mon, 14 Jan 2013 10:27:27 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/beams/reinforced-concrete-ultimate-moment-capacity/#comment-1166</guid>
		</item>
		<item>
			<title>Reinforced Concrete Analysis and Design for Torsion</title>
			<link>http://www.excelcalcs.com/repository/strength/beams/reinforced-concrete-analysis-and-design-for-torsion/#comment-1165</link>
			<description><![CDATA[JohnDoyle says: &quot;Thanks again Turan for all your effort.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Mon, 14 Jan 2013 09:40:46 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/beams/reinforced-concrete-analysis-and-design-for-torsion/#comment-1165</guid>
		</item>
		<item>
			<title>Centripetal Force and Acceleration.xls</title>
			<link>http://www.excelcalcs.com/repository/dynamics/single-dof/centripetal-force-and-acceleration.xls/#comment-1164</link>
			<description><![CDATA[azizan says: &quot;merciiiiiiiiiii i&quot;]]></description>
			<dc:creator>azizan</dc:creator>
			<pubDate>Wed, 09 Jan 2013 16:39:49 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/dynamics/single-dof/centripetal-force-and-acceleration.xls/#comment-1164</guid>
		</item>
		<item>
			<title>BEAMANAL.xls</title>
			<link>http://www.excelcalcs.com/repository/strength/beams/beamanal.xls/#comment-1163</link>
			<description><![CDATA[beastiev says: &quot;Hi Alex, I have all USGS data for since 2003 by zip code in excel. I got it directly from the source. I am happy to share it with you if you like. I really love your work. Thank you so much. Best. Amir&quot;]]></description>
			<dc:creator>beastiev</dc:creator>
			<pubDate>Mon, 24 Dec 2012 14:02:53 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/beams/beamanal.xls/#comment-1163</guid>
		</item>
		<item>
			<title>Rectangular Tank Design with Horizontal Stiffening</title>
			<link>http://www.excelcalcs.com/repository/strength/vessels/rectangular-tank-design-with-horizontal-stiffening/#comment-1162</link>
			<description><![CDATA[ashfaqanwer says: &quot;Dear Gisle, Just Google RecTank and use this freeware. It would help you designing a rectangular tank with horizontal or vertical stiffening.&quot;]]></description>
			<dc:creator>ashfaqanwer</dc:creator>
			<pubDate>Sat, 22 Dec 2012 19:01:12 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/vessels/rectangular-tank-design-with-horizontal-stiffening/#comment-1162</guid>
		</item>
		<item>
			<title>Rectangular Tank Design with Horizontal Stiffening</title>
			<link>http://www.excelcalcs.com/repository/strength/vessels/rectangular-tank-design-with-horizontal-stiffening/#comment-1161</link>
			<description><![CDATA[Gisle says: &quot;Hi, I just paid 90 USD for downloading this spreadsheet. It does not seem to help me. I need to design a small rectangular water tank in SUS 304. Max pressure is 10 bar. Largest side is 1 m x 0.3 m. I need to find plate thickness and amount of stiffening required. Are you able to help me out?&quot;]]></description>
			<dc:creator>Gisle</dc:creator>
			<pubDate>Sat, 22 Dec 2012 16:56:20 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/vessels/rectangular-tank-design-with-horizontal-stiffening/#comment-1161</guid>
		</item>
		<item>
			<title>Torsion on  parallel flange channel</title>
			<link>http://www.excelcalcs.com/repository/strength/torsion/torsion-on--parallel-flange-channel/#comment-1160</link>
			<description><![CDATA[jmbiram says: &quot;:-) I didn't get to upload the unprotected version as promised. All seems to be ok now!&quot;]]></description>
			<dc:creator>jmbiram</dc:creator>
			<pubDate>Mon, 17 Dec 2012 23:19:42 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/torsion/torsion-on--parallel-flange-channel/#comment-1160</guid>
		</item>
		<item>
			<title>Simply Supported Beam - Rev6</title>
			<link>http://www.excelcalcs.com/repository/trial/simply-supported-beam-%11-rev6/#comment-1159</link>
			<description><![CDATA[jmbiram says: &quot;:-) This is an older version but I couldn't figure out how to remove it an update on this site.&quot;]]></description>
			<dc:creator>jmbiram</dc:creator>
			<pubDate>Mon, 17 Dec 2012 23:14:23 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/trial/simply-supported-beam-%11-rev6/#comment-1159</guid>
		</item>
		<item>
			<title>RECTANGULAR SPREAD FOOTING ANALYSIS</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/rectangular-spread-footing-analysis/#comment-1158</link>
			<description><![CDATA[slasher47 says: &quot;wow!! ive created this account just to say "wow! Thank you for this spread sheet!" your a genius! :lol: ive been searching the internet and this is the only spread sheet that can demonstrate / calculate bi-axial loading (theoretically) . believe me, this is the question every beginner always ask to themselves. and in the end of searching, its good to know there is one who dares, who "knows", not selfish and humble enough to share this knowledge to everyone (beginner, pros, master) not all can do this. thats why from now on, i a great fan hehehe thank you sir! i appreciated you hard work :D&quot;]]></description>
			<dc:creator>slasher47</dc:creator>
			<pubDate>Mon, 17 Dec 2012 07:46:26 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/rectangular-spread-footing-analysis/#comment-1158</guid>
		</item>
		<item>
			<title>Elastomeric Bearing Design</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/elastomeric-bearing-design/#comment-1157</link>
			<description><![CDATA[selvains says: &quot;Dear Sir..Customer has provided us with vertical load capacity and Corbel dimension, beam dimension, rotational capacity and vertical displacement need to find&quot;]]></description>
			<dc:creator>selvains</dc:creator>
			<pubDate>Mon, 17 Dec 2012 05:39:40 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/elastomeric-bearing-design/#comment-1157</guid>
		</item>
		<item>
			<title>ExcelFEM_ 2D  (for Excel 2007 &amp; Excel 2010)</title>
			<link>http://www.excelcalcs.com/repository/strength/finite-element/excelfem_-2d--%28for-excel-2007-%26-excel-2010%29/#comment-1156</link>
			<description><![CDATA[AndrewLivingstone says: &quot;This is verry good, Thanks for up loading this. :-)&quot;]]></description>
			<dc:creator>AndrewLivingstone</dc:creator>
			<pubDate>Fri, 14 Dec 2012 11:18:42 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/finite-element/excelfem_-2d--%28for-excel-2007-%26-excel-2010%29/#comment-1156</guid>
		</item>
		<item>
			<title>Design of Spread Footing</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/design-of-spread-footing/#comment-1155</link>
			<description><![CDATA[JohnDoyle says: &quot;At Step 6.0 in the calculation I noticed that there is a division by zero error when the total horizontal load is zero.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Wed, 12 Dec 2012 14:59:13 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/design-of-spread-footing/#comment-1155</guid>
		</item>
		<item>
			<title>Design of Spread Footing</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/design-of-spread-footing/#comment-1154</link>
			<description><![CDATA[JohnDoyle says: &quot;Another good calculation Wilfred I have extended your XLC Pro subscription by 3 months by way of thanks.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Wed, 12 Dec 2012 14:55:21 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/design-of-spread-footing/#comment-1154</guid>
		</item>
		<item>
			<title>METHOD OF JET-GROUTING</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/method-of-jet%11grouting/#comment-1153</link>
			<description><![CDATA[JohnDoyle says: &quot;Another great calculation Turan - you'll make a civil engineer out of this mechanical engineer if you are not careful ;-)&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Mon, 10 Dec 2012 15:38:23 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/method-of-jet%11grouting/#comment-1153</guid>
		</item>
		<item>
			<title>Pressure Drop Due To Pipework.xls</title>
			<link>http://www.excelcalcs.com/repository/fluids/piping/pressure-drop-due-to-pipework.xls/#comment-1152</link>
			<description><![CDATA[bobmo says: &quot;I believe the units for Viscosity should be Centistoke and not Cp. Can you check this out? The calcs sheet comes very close to other worksheets I have used if this is true. Thanks&quot;]]></description>
			<dc:creator>bobmo</dc:creator>
			<pubDate>Fri, 07 Dec 2012 21:46:04 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/fluids/piping/pressure-drop-due-to-pipework.xls/#comment-1152</guid>
		</item>
		<item>
			<title>Torsion on  parallel flange channel</title>
			<link>http://www.excelcalcs.com/repository/strength/torsion/torsion-on--parallel-flange-channel/#comment-1151</link>
			<description><![CDATA[JohnDoyle says: &quot;An unprotected version of the calculation has been uploaded. You should now be able to alter the calculation as you like.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Fri, 07 Dec 2012 17:06:21 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/torsion/torsion-on--parallel-flange-channel/#comment-1151</guid>
		</item>
		<item>
			<title>Torsion on  parallel flange channel</title>
			<link>http://www.excelcalcs.com/repository/strength/torsion/torsion-on--parallel-flange-channel/#comment-1150</link>
			<description><![CDATA[yosso says: &quot;Would be nice if the units could be revised - it almost looks like the units could be switched on "Doc" worksheet, but alas, that cell is protected.&quot;]]></description>
			<dc:creator>yosso</dc:creator>
			<pubDate>Fri, 07 Dec 2012 16:00:10 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/torsion/torsion-on--parallel-flange-channel/#comment-1150</guid>
		</item>
		<item>
			<title>XLC Ribbon</title>
			<link>http://www.excelcalcs.com/repository/xlc-addin-for-excel/xlc-ribbon/#comment-1149</link>
			<description><![CDATA[Ivan007 says: &quot;Hi!!! I have a problem. When starting excel, I do not see the add XLC I have the excel 2007 and win 7 64bit. Atte&quot;]]></description>
			<dc:creator>Ivan007</dc:creator>
			<pubDate>Fri, 07 Dec 2012 14:50:37 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/xlc-addin-for-excel/xlc-ribbon/#comment-1149</guid>
		</item>
		<item>
			<title>Analysis &amp; Design of Weld Groups</title>
			<link>http://www.excelcalcs.com/repository/machines/welds/analysis-%26-design-of-weld-groups/#comment-1148</link>
			<description><![CDATA[fergy says: &quot;Have not been able to use this much but appears to be well written.&quot;]]></description>
			<dc:creator>fergy</dc:creator>
			<pubDate>Thu, 06 Dec 2012 15:54:08 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/machines/welds/analysis-%26-design-of-weld-groups/#comment-1148</guid>
		</item>
		<item>
			<title>RECTANGULAR SPREAD FOOTING ANALYSIS</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/rectangular-spread-footing-analysis/#comment-1147</link>
			<description><![CDATA[fergy says: &quot;This is a very good sheet and easily usable.&quot;]]></description>
			<dc:creator>fergy</dc:creator>
			<pubDate>Thu, 06 Dec 2012 15:51:15 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/rectangular-spread-footing-analysis/#comment-1147</guid>
		</item>
		<item>
			<title>AISC Lifting Lug</title>
			<link>http://www.excelcalcs.com/repository/machines/pins-and-joints/aisc-lifting-lug/#comment-1146</link>
			<description><![CDATA[adi.gupta says: &quot;Hi, Could please explain me where do you get the values for F.S 2 AND F.S 3. and these factor of safety are for which material.&quot;]]></description>
			<dc:creator>adi.gupta</dc:creator>
			<pubDate>Tue, 04 Dec 2012 00:05:44 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/machines/pins-and-joints/aisc-lifting-lug/#comment-1146</guid>
		</item>
		<item>
			<title>Open Channel Flow Calculations</title>
			<link>http://www.excelcalcs.com/repository/strength/wind-%26-snow/open-channel-flow-calculations/#comment-1145</link>
			<description><![CDATA[diab says: &quot;thankssssssssss sssss alot&quot;]]></description>
			<dc:creator>diab</dc:creator>
			<pubDate>Mon, 03 Dec 2012 06:55:58 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/wind-%26-snow/open-channel-flow-calculations/#comment-1145</guid>
		</item>
		<item>
			<title>Elastomeric Bearing Design</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/elastomeric-bearing-design/#comment-1144</link>
			<description><![CDATA[Zurich says: &quot;Dear Sir..Customer has provided us with vertical load capacity and Corbel dimension, beam dimension, rotational capacity and horizontal displacement. We are suppose to manufacture suitable bearing pads as per AASTO specification. Does this site have excel spreadsheet to calculate this?&quot;]]></description>
			<dc:creator>Zurich</dc:creator>
			<pubDate>Wed, 28 Nov 2012 15:19:15 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/elastomeric-bearing-design/#comment-1144</guid>
		</item>
		<item>
			<title>RETAINING WALL DESIGN</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/retaining-wall-design/#comment-1143</link>
			<description><![CDATA[studoc says: &quot; Thanks John. It wasn't so much that it looked different, but that I couldn't open it. It would seem prudent to update Excel if I am to get the most out of this site, although my experience in the past has been that newer versions of excel challenge my existing spreadsheets, whenever opened.. Stuart.&quot;]]></description>
			<dc:creator>studoc</dc:creator>
			<pubDate>Sun, 25 Nov 2012 11:55:47 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/retaining-wall-design/#comment-1143</guid>
		</item>
		<item>
			<title>RETAINING WALL DESIGN</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/retaining-wall-design/#comment-1142</link>
			<description><![CDATA[JohnDoyle says: &quot;I think it is written in Excel 2007. It may look a little different because Turan has hidden row and column headings. He also uses hyperlinks to create his innovative menu systems. All very clever.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Fri, 23 Nov 2012 07:32:45 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/retaining-wall-design/#comment-1142</guid>
		</item>
		<item>
			<title>Open Channel Flow Calculations</title>
			<link>http://www.excelcalcs.com/repository/strength/wind-%26-snow/open-channel-flow-calculations/#comment-1141</link>
			<description><![CDATA[bandarasj says: &quot;Thank u lot&quot;]]></description>
			<dc:creator>bandarasj</dc:creator>
			<pubDate>Fri, 23 Nov 2012 05:27:45 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/wind-%26-snow/open-channel-flow-calculations/#comment-1141</guid>
		</item>
		<item>
			<title>RETAINING WALL DESIGN</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/retaining-wall-design/#comment-1140</link>
			<description><![CDATA[studoc says: &quot;What version of excel is this written in....?&quot;]]></description>
			<dc:creator>studoc</dc:creator>
			<pubDate>Tue, 20 Nov 2012 23:21:32 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/retaining-wall-design/#comment-1140</guid>
		</item>
		<item>
			<title>Foundation Support of a Tank</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/foundation-support-of-a-tank/#comment-1137</link>
			<description><![CDATA[JohnDoyle says: &quot;I was a little unsure if we should publish this calculations given that it relates to a pretty specific design and relies upon access to a finite element program. Generally we prefer calculations to be generic self contained calculations. After some reflection I thought it at least shows the process that you have gone though and this in itself might be of interest. I have extended your XLC Pro subscription by 3 months by way of thanks. [Admin]&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Sat, 03 Nov 2012 11:58:51 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/foundation-support-of-a-tank/#comment-1137</guid>
		</item>
		<item>
			<title>DISEŅO DE PUENTES EN PERU</title>
			<link>http://www.excelcalcs.com/repository/strength/wind-%26-snow/dise%d1o-de-puentes-en-peru/#comment-1135</link>
			<description><![CDATA[ryandarwin says: &quot;Much better if you used english language.&quot;]]></description>
			<dc:creator>ryandarwin</dc:creator>
			<pubDate>Sun, 21 Oct 2012 04:00:39 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/wind-%26-snow/dise%d1o-de-puentes-en-peru/#comment-1135</guid>
		</item>
		<item>
			<title>Open Channel Flow Calculations</title>
			<link>http://www.excelcalcs.com/repository/strength/wind-%26-snow/open-channel-flow-calculations/#comment-1134</link>
			<description><![CDATA[svega says: &quot;What it is new in this update?&quot;]]></description>
			<dc:creator>svega</dc:creator>
			<pubDate>Fri, 19 Oct 2012 00:17:05 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/wind-%26-snow/open-channel-flow-calculations/#comment-1134</guid>
		</item>
		<item>
			<title>Soil Bearing Capacity Calculation</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/soil-bearing-capacity-calculation/#comment-1133</link>
			<description><![CDATA[JohnDoyle says: &quot;You might find the ChangeUnits: http://www.excelcalcs.com/repository/links/changeunits/ addin helpful.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Sun, 14 Oct 2012 10:51:58 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/soil-bearing-capacity-calculation/#comment-1133</guid>
		</item>
		<item>
			<title>Drained Strip Foundation En1997</title>
			<link>http://www.excelcalcs.com/repository/fluids/geotechnics/drained-strip-foundation-en1997/#comment-1132</link>
			<description><![CDATA[JohnDoyle says: &quot;A great debut calculation which conforms fully with out good calculation guide. I have awarded a 12 month extension to your XLC Pro subscription by way of thanks. Welcome on-board. [Admin]&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Sun, 14 Oct 2012 09:57:52 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/fluids/geotechnics/drained-strip-foundation-en1997/#comment-1132</guid>
		</item>
		<item>
			<title>Soil Bearing Capacity Calculation</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/soil-bearing-capacity-calculation/#comment-1131</link>
			<description><![CDATA[Pfleming says: &quot;Can the equations be modified to handle US Units?&quot;]]></description>
			<dc:creator>Pfleming</dc:creator>
			<pubDate>Fri, 12 Oct 2012 22:17:33 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/soil-bearing-capacity-calculation/#comment-1131</guid>
		</item>
		<item>
			<title>BASEPLT9.xls</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/baseplt9.xls/#comment-1130</link>
			<description><![CDATA[designs.prakash1 says: &quot;good&quot;]]></description>
			<dc:creator>designs.prakash1</dc:creator>
			<pubDate>Thu, 11 Oct 2012 09:33:47 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/baseplt9.xls/#comment-1130</guid>
		</item>
		<item>
			<title>Velocity Pressure for Nozzle (Sprinkler)</title>
			<link>http://www.excelcalcs.com/repository/fluids/fluid-mechanics/velocity-pressure-for-nozzle-%28sprinkler%29/#comment-1129</link>
			<description><![CDATA[JohnDoyle says: &quot;I have awarded a 3 month extension to your XLC Pro subscription by way of thanks. [Admin]&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Wed, 10 Oct 2012 13:21:48 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/fluids/fluid-mechanics/velocity-pressure-for-nozzle-%28sprinkler%29/#comment-1129</guid>
		</item>
		<item>
			<title>Base Plate analysis</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/base-plate-analysis/#comment-1128</link>
			<description><![CDATA[JohnDoyle says: &quot;I have extended your XLC Pro subscription by 3 months by way of thanks. I have also added a note in the the version history link: http://www.excelcalcs.com/forum/version-histories/base-plate-analysis/#2933 to say that the update to ver. 1.2 removes password protection. Should you update this download in the future the version history link is a good place to record the reason for change :-)&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Wed, 10 Oct 2012 09:41:36 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/base-plate-analysis/#comment-1128</guid>
		</item>
		<item>
			<title>Base Plate analysis</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/base-plate-analysis/#comment-1127</link>
			<description><![CDATA[wtstreetglow says: &quot;All, Sorry for the accidental calculation upload that was password protected. This version is protected but without the password! Thanks -WT&quot;]]></description>
			<dc:creator>wtstreetglow</dc:creator>
			<pubDate>Wed, 10 Oct 2012 00:15:39 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/base-plate-analysis/#comment-1127</guid>
		</item>
		<item>
			<title>Base Plate analysis</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/base-plate-analysis/#comment-1126</link>
			<description><![CDATA[joe.tonneson says: &quot;Cool, sounds good. I'll look for the update later today. Thank!&quot;]]></description>
			<dc:creator>joe.tonneson</dc:creator>
			<pubDate>Tue, 09 Oct 2012 17:03:54 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/base-plate-analysis/#comment-1126</guid>
		</item>
		<item>
			<title>Base Plate analysis</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/base-plate-analysis/#comment-1125</link>
			<description><![CDATA[JohnDoyle says: &quot;Weston has been in touch to say that he will remove upload an unprotected version of the file some time later today. Use the subscribe button if you would like to receive an email notification.&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Tue, 09 Oct 2012 08:24:38 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/base-plate-analysis/#comment-1125</guid>
		</item>
		<item>
			<title>Base Plate analysis</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/base-plate-analysis/#comment-1124</link>
			<description><![CDATA[ryandarwin says: &quot;This was protected so that false data will not be detected. All uploads at this site should be free from password for evaluation. Kindly delete all worksheet in this site that are protected since we do not evaluate the calculation freely. Thnx!&quot;]]></description>
			<dc:creator>ryandarwin</dc:creator>
			<pubDate>Tue, 09 Oct 2012 08:03:53 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/base-plate-analysis/#comment-1124</guid>
		</item>
		<item>
			<title>Material Stretching</title>
			<link>http://www.excelcalcs.com/repository/strength/materials/material-stretching/#comment-1123</link>
			<description><![CDATA[JohnDoyle says: &quot;Your debut calculation - I have awarded a 3 month extension to your XLC Pro subscription by way of thanks. [Admin]&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Mon, 08 Oct 2012 08:37:33 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/materials/material-stretching/#comment-1123</guid>
		</item>
		<item>
			<title>Base Plate analysis</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/base-plate-analysis/#comment-1122</link>
			<description><![CDATA[joe.tonneson says: &quot;Hi, I would like to adapt this spreadsheet to AISC360-05. Namely use the correct phi = 0.9 for lrfd and use the plastic section modulus vs. the elastic section modulus that is used in this spreadsheet. What is shown in the spreadsheet is correct for AISC 9th ed but I would like to update for the current code could you unprotect password? Thanks&quot;]]></description>
			<dc:creator>joe.tonneson</dc:creator>
			<pubDate>Sun, 07 Oct 2012 19:27:55 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/base-plate-analysis/#comment-1122</guid>
		</item>
		<item>
			<title>Capacities of Bolts and Welds to BS449: Part 2</title>
			<link>http://www.excelcalcs.com/repository/machines/bolts-and-threads/capacities-of-bolts-and-welds-to-bs449%3a-part-2/#comment-1121</link>
			<description><![CDATA[AndrewLivingstone says: &quot;very handy Thanks&quot;]]></description>
			<dc:creator>AndrewLivingstone</dc:creator>
			<pubDate>Wed, 03 Oct 2012 11:01:18 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/machines/bolts-and-threads/capacities-of-bolts-and-welds-to-bs449%3a-part-2/#comment-1121</guid>
		</item>
		<item>
			<title>Transmission Line Single Pole Analysis</title>
			<link>http://www.excelcalcs.com/repository/strength/wind-%26-snow/transmission-line-single-pole-analysis/#comment-1120</link>
			<description><![CDATA[JohnDoyle says: &quot;I have extended your XLC Pro subscription by 3 months by way of thanks. [Admin.]&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Wed, 03 Oct 2012 08:47:51 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/wind-%26-snow/transmission-line-single-pole-analysis/#comment-1120</guid>
		</item>
		<item>
			<title>Snow Loads ASCE 7-10</title>
			<link>http://www.excelcalcs.com/repository/strength/wind-%26-snow/snow-loads-asce-7%1110/#comment-1119</link>
			<description><![CDATA[JohnDoyle says: &quot;I have a warded a six month extension to your XLC Pro subscription by way of thanks. [Admin.]&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Wed, 03 Oct 2012 08:29:49 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/wind-%26-snow/snow-loads-asce-7%1110/#comment-1119</guid>
		</item>
		<item>
			<title>Wood Perforated Shear Wall Design</title>
			<link>http://www.excelcalcs.com/repository/strength/wood/wood-perforated-shear-wall-design/#comment-1117</link>
			<description><![CDATA[JohnDoyle says: &quot;Sorry I should have explained there is no update to the Excel file I simply updated the description to include a calculation preview in response to a user request. [Admin]&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Fri, 28 Sep 2012 11:50:46 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/wood/wood-perforated-shear-wall-design/#comment-1117</guid>
		</item>
		<item>
			<title>Wood Perforated Shear Wall Design</title>
			<link>http://www.excelcalcs.com/repository/strength/wood/wood-perforated-shear-wall-design/#comment-1116</link>
			<description><![CDATA[svega says: &quot;What it is New in this Version? If it is an update? S.Vega&quot;]]></description>
			<dc:creator>svega</dc:creator>
			<pubDate>Thu, 27 Sep 2012 12:31:31 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/wood/wood-perforated-shear-wall-design/#comment-1116</guid>
		</item>
		<item>
			<title>Bored Piles For The Analysis of Layered Soil.xlsx</title>
			<link>http://www.excelcalcs.com/repository/fluids/geotechnics/bored-piles-for-the-analysis-of-layered-soil.xlsx/#comment-1115</link>
			<description><![CDATA[Ragley says: &quot;Can this be used for Universal Columns embedded in Concrete Piles, and if so, how?&quot;]]></description>
			<dc:creator>Ragley</dc:creator>
			<pubDate>Thu, 20 Sep 2012 06:53:47 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/fluids/geotechnics/bored-piles-for-the-analysis-of-layered-soil.xlsx/#comment-1115</guid>
		</item>
		<item>
			<title>GRDSLAB.xls</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/grdslab.xls/#comment-1114</link>
			<description><![CDATA[BrettUW says: &quot;Very helpful spreadsheet ... thank you!&quot;]]></description>
			<dc:creator>BrettUW</dc:creator>
			<pubDate>Tue, 18 Sep 2012 15:39:30 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/grdslab.xls/#comment-1114</guid>
		</item>
		<item>
			<title>Slab Design Base on BS Code</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/slab-design-base-on-bs-code/#comment-1113</link>
			<description><![CDATA[JohnDoyle says: &quot;Thanks for your debut calculation I have awarded a 3 month extension to your XLC Pro subscription by way of thanks. [Admin]&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Tue, 18 Sep 2012 09:51:34 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/slab-design-base-on-bs-code/#comment-1113</guid>
		</item>
		<item>
			<title>AXIAL AND LATERAL LOAD PILES (FEM)</title>
			<link>http://www.excelcalcs.com/repository/fluids/geotechnics/axial-and-lateral-load-piles-%28fem%29/#comment-1112</link>
			<description><![CDATA[Ragley says: &quot;Can multiple soil layers be input?&quot;]]></description>
			<dc:creator>Ragley</dc:creator>
			<pubDate>Sun, 16 Sep 2012 08:06:29 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/fluids/geotechnics/axial-and-lateral-load-piles-%28fem%29/#comment-1112</guid>
		</item>
		<item>
			<title>Bolted Connection Angle Brace Tension.xls</title>
			<link>http://www.excelcalcs.com/repository/strength/structural-details/bolted-connection-angle-brace-tension.xls/#comment-1111</link>
			<description><![CDATA[mukim says: &quot;i want to download&quot;]]></description>
			<dc:creator>mukim</dc:creator>
			<pubDate>Tue, 11 Sep 2012 14:16:28 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/structural-details/bolted-connection-angle-brace-tension.xls/#comment-1111</guid>
		</item>
		<item>
			<title>Design of RCC Rectangular Beams as per IS 456-2000</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/design-of-rcc-rectangular-beams-as-per-is-456%112000/#comment-1110</link>
			<description><![CDATA[hendawy says: &quot;thx&quot;]]></description>
			<dc:creator>hendawy</dc:creator>
			<pubDate>Fri, 07 Sep 2012 20:22:51 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/design-of-rcc-rectangular-beams-as-per-is-456%112000/#comment-1110</guid>
		</item>
		<item>
			<title>Design of RCC T Beams as per IS 456-2000</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/design-of-rcc-t-beams-as-per-is-456%112000/#comment-1108</link>
			<description><![CDATA[JohnDoyle says: &quot;I have awarded a 3 month extension to your XLC Pro subscription by way of thanks. [Admin]&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Fri, 07 Sep 2012 12:46:45 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/design-of-rcc-t-beams-as-per-is-456%112000/#comment-1108</guid>
		</item>
		<item>
			<title>Design of RCC Rectangular Beams as per IS 456-2000</title>
			<link>http://www.excelcalcs.com/repository/strength/civil-engineering/design-of-rcc-rectangular-beams-as-per-is-456%112000/#comment-1107</link>
			<description><![CDATA[JohnDoyle says: &quot;I have awarded a 3 month extension to your XLC Pro subscription by way of thanks. [Admin]&quot;]]></description>
			<dc:creator>JohnDoyle</dc:creator>
			<pubDate>Fri, 07 Sep 2012 12:23:37 +0100</pubDate>
			<guid>http://www.excelcalcs.com/repository/strength/civil-engineering/design-of-rcc-rectangular-beams-as-per-is-456%112000/#comment-1107</guid>
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