{"id":92,"date":"2016-09-06T13:11:23","date_gmt":"2016-09-06T07:41:23","guid":{"rendered":"http:\/\/onlinecivilforum.com\/site\/?p=92"},"modified":"2022-12-13T11:54:43","modified_gmt":"2022-12-13T06:24:43","slug":"free-structural-software","status":"publish","type":"post","link":"https:\/\/onlinecivilforum.com\/site\/free-structural-software\/","title":{"rendered":"FREE STRUCTURAL SOFTWARE"},"content":{"rendered":"<h1 data-blogger-escaped-style=\"background-color: white; color: #222222; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; margin: 0px; position: relative;\"><\/h1>\n<table data-blogger-escaped-style=\"background: white; border: outset black 1.0pt; mso-border-alt: outset black .75pt; mso-cellspacing: 1.5pt; mso-table-layout-alt: fixed; mso-yfti-tbllook: 1184; width: 102%px;\">\n<tbody>\n<tr data-blogger-escaped-style=\"height: 14.25pt; mso-yfti-firstrow: yes; mso-yfti-irow: 0;\">\n<td colspan=\"5\" width=\"99%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 14.25pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 99.36%;\">\n<h1 style=\"text-align: center;\">FREE STRUCTURAL SOFTWARE<\/h1>\n<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 14.25pt; mso-yfti-irow: 1;\">\n<td colspan=\"5\" width=\"99%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 14.25pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 99.36%;\"><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 14.25pt; mso-yfti-irow: 2;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 14.25pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Software\u00a0<\/strong><\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 14.25pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\"><strong>Rating<\/strong><\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 14.25pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><strong>Where to get<\/strong><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 3;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><a href=\"http:\/\/civilengineerblogger.blogspot.in\/p\/free-civil-engineering-softwares.html\"><strong>FRAMEWORK<\/strong><\/a><\/p>\n<p>2D and 3D linear elastic frame analysis. Completely free, 32-bit<br \/>\nwindows software.\u00a0<em>Get this one!<\/em><\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">*****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/home.wanadoo.nl\/wolsink\" data-blogger-escaped-target=\"_blank\">http:\/\/home.wanadoo.nl\/wolsink<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 4;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>RING<\/strong><br \/>\nis a powerful 32 bit mechanism analysis program\u00a0for single\u00a0andmulti-span<br \/>\nmasonry arch bridges. A unique feature is its ability to analysemulti-ring<br \/>\nbrickwork arch bridges. Developed at the University of Sheffield,\u00a0UK.<br \/>\nFree download.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">*****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.shef.ac.uk\/ring\" data-blogger-escaped-target=\"_blank\">www.shef.ac.uk\/ring<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 42.75pt; mso-yfti-irow: 5;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 42.75pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>FastFrame\u00a0<\/strong>by Enercalc.<\/p>\n<p>This is a 32 bit Windows 95, 98 &amp; NT Two-Dimensional frame analysis program. You can model any type of framed 2D structure by setting &#8220;joints&#8221; and specifying &#8220;members&#8221; that span between them. After loads and load cases are specified the displacements and forces are calculated by solving a bandwidth minimized stiffness matrix using an<br \/>\nactive column solver.<br \/>\nUS, SI, and Metric units. Requires 800&#215;600 video mode using &#8220;Small&#8221; fonts.Free<br \/>\nsoftware.<\/p>\n<p><em>(This would have been a 5-star but for the<br \/>\nvideo mode. It is still useable and I use it!)<\/em><\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 42.75pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 42.75pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.enercalc.com\/support\/downloads.asp\" data-blogger-escaped-target=\"_blank\">http:\/\/www.enercalc.com\/support\/<\/a><\/p>\n<p>downloads.asp<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 6;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong><strong>Fastrak Simple Beam<br \/>\nby CSC<\/strong><\/strong>&nbsp;<\/p>\n<p>Analysis and design of simple steel beams and cantilevers to BS<br \/>\n5950:Part 1:1990.<br \/>\nFree program.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">*****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.cscworld.com\/products\/fastrak\/multi\/simbeam.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.cscworld.com\/products\/fastrak\/multi\/<\/a><\/p>\n<p>simbeam.htm<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 42.75pt; mso-yfti-irow: 7;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 42.75pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>BDES v5.0<\/strong><\/p>\n<p>Free composite and non-composite simple steel beam design to BS 5950 from<br \/>\nthe SCI.<\/p>\n<p><em>This is on the Corus Contruction Manual CD, request it<br \/>\nfrom their site.<\/em><\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 42.75pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">*****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 42.75pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.corusconstruction.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.corusconstruction.com<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 8;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Structural<br \/>\nEngineering Analysis Software\u00a0<\/strong>written by Herbert G. Whitman, PE. Many\u00a0free programs\u00a0here!<br \/>\nEnglish and SI units.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">*****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.fseas.info\/\">http:\/\/www.fseas.info\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 9;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong><strong>CONCEPT by Reinforced<br \/>\nConcrete Council<\/strong><\/strong>&nbsp;<\/p>\n<p>Conceptual design program for RC framed buildings.<em>Get this on the RCC-2000 CD.<\/em><\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">***<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.rcc-info.org.uk\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.rcc-info.org.uk<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 10;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Atlas 1.20<\/strong><\/p>\n<p>Free<strong>\u00a0<\/strong>beam analysis program.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">***<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.rekenwonder.com\/atlas.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.rekenwonder.com\/atlas.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 11;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>GRAPE GBW16<\/strong><\/p>\n<p>3D Beam\/Truss Finite Element Program.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.grapesoftware.mb.ca\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.grapesoftware.mb.ca\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 57.0pt; mso-yfti-irow: 12;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 57.0pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>MicroBEAM 4.10<\/strong>\u00a0is the structural analysis and design tool for engineers. It<br \/>\noriginally works in DOS world and now in Windows 3.1\/95\/98. Free. Also<br \/>\navailable here is a pile group analysis program and a section properties<br \/>\nanalysis program, both free.<em>MicroBeam is not BS8110.<\/em><\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 57.0pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">***<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 57.0pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/members.tripod.com\/~suphot\/\" data-blogger-escaped-target=\"_blank\">http:\/\/members.tripod.com\/~suphot\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 42.75pt; mso-yfti-irow: 13;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 42.75pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Skeleton<\/strong><\/p>\n<p>A free program for the analysis of plane frames. A DOS program which works<br \/>\nin Windows 3.1 &amp; 95 Environment.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 42.75pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">***<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 42.75pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.technouk.com\/\" data-blogger-escaped-target=\"_top\">http:\/\/www.technouk.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 42.75pt; mso-yfti-irow: 14;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 42.75pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>CADRE Lite<\/strong>\u00a02.1 Cadre Lite<br \/>\nis a 32 bit program for solving 3-D frame and beam type structures by the<br \/>\nfinite element method.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 42.75pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 42.75pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.cadreanalytic.com\/cadrelit.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.cadreanalytic.com\/cadrelit.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 57.0pt; mso-yfti-irow: 15;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 57.0pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>UniPhase 2.1<\/strong><\/p>\n<p>A free, program to assist in selecting soil density and calculating phase<br \/>\nsystem parameters such as void ratio, dry density, and degree of<br \/>\nsaturation.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 57.0pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">**<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 57.0pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.unisoftltd.com\/uniphase.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.unisoftltd.com\/uniphase.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 16;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Sphygmic Software Spreadsheet<\/strong><\/p>\n<p>Free Excel-compatible spreadsheet program with over 100 functions.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.ds.unifi.it\/~stefanin\/AGR_2001\/SH\/sssheet.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.ds.unifi.it\/~stefanin\/<\/a><\/p>\n<p>AGR_2001\/SH\/sssheet.htm<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 17;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>MathGV (32-bit)<\/strong>\u00a0is a powerful, free program for graphing mathematical functions.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">*****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.mathgv.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.mathgv.com<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 18;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>L I S A<\/strong>\u00a0is a<br \/>\nprofessional finite element analysis program courtesy of Joachim<br \/>\nPommerening.<br \/>\nThe\u00a0downloadable\u00a0version is limited to a generous 1300 nodes, and has very powerful Modelling Tools. It can be used to analyze Linear Static Stresses, Eigenvalues and Eigenvectors in dynamic analysis.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/members.aol.com\/jpommereni\/LISA.html\" data-blogger-escaped-target=\"_blank\">http:\/\/members.aol.com\/jpommereni\/LISA.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 19;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>SLFFEA<\/strong>\u00a0is a free<br \/>\nfinite element analysis program which can be used by students as a learning tool for FEM programming or by practicing engineers. This program allows for non-zero boundary conditions and has skyline storage of the stiffness matrix.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.geocities.com\/Athens\/2099\/slffea.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.geocities.com\/Athens\/2099\/slffea.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 20;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Moment Distribution<\/strong><br \/>\n&#8211; free beam analysis program for Windows 95 and above.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.angelfire.com\/hi\/teehornghean\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.angelfire.com\/hi\/teehornghean\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 21;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Rectangular Beam Design<br \/>\n<\/strong>is a free rectangular beam design program to BS8110. Windows 95 and above.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">***<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.angelfire.com\/hi\/teehornghean\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.angelfire.com\/hi\/teehornghean\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 22;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Geotechnical Software Directory<br \/>\n<\/strong>&#8211;<strong>\u00a0<\/strong>Free geotechnical software here.\u00a0<em>Click on<br \/>\nthe Freeware heading in the index.<\/em><\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.ggsd.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.ggsd.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 23;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>ConSpec<\/strong>\u00a0from the<br \/>\nReady-mixed Concrete Bureau- a software tool to assist in the specification of concrete for construction projects. The aim is to produce specifications which are both concise and complete.<br \/>\nFree.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">*****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.rcb.org.uk\/conspec.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.rcb.org.uk\/conspec.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 24;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>FBEAM<\/strong>\u00a0from Fabsec.<br \/>\nFree software for the design of fabricated composite and non-composite<br \/>\nsteel beams (with web openings) to BS5950. Produced by the Steel<br \/>\nConstruction Institute.\u00a0<em>You<br \/>\ncan make up your own beam using the custom function. Request<br \/>\na FBEAM CD from Fabsec&#8217;s web site.<\/em><\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">*****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.fabsec.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.fabsec.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 25;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>freeCAD<\/strong>\u00a0is an introductory 3D Computer Aided<br \/>\nDesign package with Motion Simulation capabilities. It allows you to create and manipulate collections of 3D<br \/>\nparts. The parts are 3D solid models, which can be connected or assembled by joints or constraints. The parts and their connections define the structure or mechanism that the assembly<br \/>\nrepresents.<br \/>\nFreeware.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.askoh.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.askoh.com<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 26;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>CONVERT<\/strong>\u00a0is an easy to use unit conversion program that will convert the most popular units of distance, temperature, volume, time, speed, mass, power, density, pressure, energy and many others, including the ability to create custom<br \/>\nconversions!<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.joshmadison.com\/software\/convert\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.joshmadison.com\/software\/convert\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 27;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Uconeer<\/strong>\u00a0&#8211; Units Conversion for Engineers. This is a powerful, but easy to use, units conversion tool created specifically for engineers. It includes 370 units in 42<br \/>\ncategories. Freeware.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.katmarsoftware.com\/uconeer.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.katmarsoftware.com\/<\/a><\/p>\n<p>uconeer.htm<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 28;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Rockgrout<\/strong>\u00a0&#8211; a free<br \/>\nsuite of programs about cement grouting in rock foundations for dams and<br \/>\nother heavy engineering structures by A Clive Houlsby, Grouting Engineer<br \/>\n(retired).<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">*****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.users.bigpond.com\/houlsby\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.users.bigpond.com\/houlsby\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 29;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Slope\/W Student edition<\/strong><\/p>\n<p>&#8211; free slope stability analysis software.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.geo-slope.com\/downloads\/student.asp\" data-blogger-escaped-target=\"_blank\">http:\/\/www.geo-slope.com\/downloads\/<\/a><\/p>\n<p>student.asp<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 30;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Curvefit<\/strong>\u00a0v2.11-A &#8211; Fits your data to one of 25\u00a0formulasand show you the best fit.<br \/>\nFree.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.engineers.com\/software\/cfit.zip\">http:\/\/www.engineers.com\/software\/cfit.zip<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 31;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Winfit<\/strong>\u00a0&#8211; non linear<br \/>\nleast squares fitting program for windows 3.x. Requires<a href=\"http:\/\/softseek.zdnet.com\/Utilities\/VBRUN_and_other_DLLs_and_Runtime_Files\/D_6054_index.html\" data-blogger-escaped-target=\"_blank\">VBRUN100.DLL<\/a><br \/>\nin the \/windows directory.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\">ftp:\/\/ftp.mecheng.asme.org\/pub\/<\/p>\n<p>WIN_ENG\/WINFIT10.ZIP<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 32;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>COMPACT<\/strong>\u00a0is a suite of computer-aided learning programs covering 11 topics on concrete technology and the design of concrete structures to EC2, where appropriate.<br \/>\nSeveral of the modules, particularly on reinforced concrete design, will also appeal to<br \/>\nengineers wishing to familiarise themselves with EC2. Free download.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">*****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.compact.org.uk\/software\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.compact.org.uk\/software\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 33;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Structural Analysis FEM<br \/>\nSoftware<\/strong>\u00a0&#8211; free Java Software that be tested online. Some can be<br \/>\ndownloaded to run on your computer. 3D FEM Package, 2D FEM Package, Beam<br \/>\nAnalyser,<br \/>\nTorsion Analyser, Truss Analyser, Vibrations Plotter, Graph Plotter.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\"><strong>***<\/strong><\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/engineering.ipfox.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/engineering.ipfox.com\/<\/a><\/p>\n<p>OR<\/p>\n<p><a href=\"http:\/\/members.dencity.com\/thefemsite\/\" data-blogger-escaped-target=\"_blank\">http:\/\/members.dencity.com\/thefemsite\/<\/a><\/p>\n<p>index.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 34;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>MARC\/Designer<\/strong>\u00a0&#8211; A<br \/>\ncompletely free, fully functional finite element analysis software<br \/>\ncourtesy MARC Analysis and Research Corp limited to 500 nodes. Can be used<br \/>\nfor Linear static stress, buckling analysis, steady state heat transfer<br \/>\nand modal analysis. It has an excellent tutorial. @5MB<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/http\/www.fest.tuwien.ac.at\/EducationStudents\/Instituts-EDV\/OnlineManuals\/FEM\/MARC\/Designer\/Download\/contents.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.fest.tuwien.ac.at\/EducationStudents\/<\/a><\/p>\n<p>Instituts-EDV\/OnlineManuals\/FEM\/MARC\/Designer<\/p>\n<p>\/Download\/contents.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 35;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Graphmatica\u00a0<\/strong>&#8211; is a powerful, easy-to-use, equation plotter with numerical and calculus features. Graph Cartesian functions, relations, and inequalities, plus polar, parametric, and ordinary differential equations.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www8.pair.com\/ksoft\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www8.pair.com\/ksoft\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 36;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>BeamBoy Beam Analysis Tool<\/strong><br \/>\nis a utility for calculating engineering stress and deflection in structural beams and shafts.<br \/>\nBeamBoy is freeware.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.geocities.com\/richgetze\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.geocities.com\/richgetze\/<\/a><\/p>\n<p>&nbsp;<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 37;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Solution of 2-Dimensional Trusses<br \/>\nand 3-Dimensional Trusses<\/strong>\u00a0&#8211; Two QBasic programs. Tensile &amp;<br \/>\ncompressive forces and reactions are output. The global stiffness matrix is displayed in these programs.<br \/>\nAlso a Wireframe Modelling program with\u00a0source code. Free.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.angelfire.com\/hi\/teehornghean\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.angelfire.com\/hi\/teehornghean\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 38;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>WStrudl&#8217;s WinBeam<\/strong>\u00a0&#8211;<br \/>\nis a free, continuous beam analysis program. It is in the WStrudl DEMO but<br \/>\nis independent to WinSTRUDL.\u00a0Download and install\u00a0the WStrudl demo, run the WMaster.exe and click on the Beam icon.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.civilstructure.com\/products\/DownLoad\/evaluate.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.civilstructure.com\/products\/<\/a><\/p>\n<p>DownLoad\/evaluate.htm<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 39;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Truss Master Analysis<br \/>\nProgram\u00a0<\/strong>&#8211; Single form interface, input generators, deflection<br \/>\nanimation, pan &amp; zoom functions. Free, postware.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">***<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.clubi.ie\/ccaprani\/trussmaster.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.clubi.ie\/ccaprani\/<\/a><\/p>\n<p>trussmaster.htm<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 40;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Beamax<\/strong>\u00a0is an application for graphically creating, editing and analysing continuous beams.<br \/>\nThe program supports an Automation interface which allows to run the analysis in other applications like Microsoft Excel or Visual<br \/>\nBasic &#8211; Free.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">**<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.aisto.com\/roeder\/cae\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.aisto.com\/roeder\/cae\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 41;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Femax<\/strong>\u00a0is a component system that provides functionality for structural analysis using the Finite Element Method (FEM). The system defines interfaces for nodes, degrees of freedom<br \/>\n(DOF), matrices, vectors, models and elements. The Component Object Model (COM) is used for object linking. All components support an Automation interface for integration using the Visual Basic for Applications (VBA) environment.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.aisto.com\/roeder\/cae\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.aisto.com\/roeder\/cae\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 42;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>CALSD\u00a0<\/strong>&#8220;Educational Structural Engineering Program&#8221; has been developed at the University of California, San Diego, to support teaching and learning of structural engineering concepts and techniques.<br \/>\nCALSD provides functionality for three-dimensional linear elastic static and dynamic analysis.<br \/>\nThe system has been enhanced with a Windows 95\/98\/NT user interface.<br \/>\nFree<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.aisto.com\/roeder\/calsd\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.aisto.com\/roeder\/calsd\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 43;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Rebar<\/strong>\u00a0 &#8211;<br \/>\nFreeware bars calculator from Alashki Engineering Solutions.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">**<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.alashki.com\/freeware.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.alashki.com\/freeware.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 44;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>DDA for Windows<\/strong>\u00a0&#8211; a<br \/>\nfree Windows program to perform discontinuous deformation analysis. Manual<br \/>\nis available online.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.ce.berkeley.edu\/Programs\/Geotech\/DDA\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.ce.berkeley.edu\/Programs\/<\/a><\/p>\n<p>Geotech\/DDA\/<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 45;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>ALP99<\/strong>\u00a0&#8211; Axially<br \/>\nloaded pile, elastic pile supported by elasto-plastic springs.<strong>LLP99<\/strong>\u00a0&#8211; Laterally loaded pile, beam on elasto-plastic springs.<\/p>\n<p><strong>SOILMECH<\/strong>\u00a0&#8211;\u00a0 A summary of<br \/>\nthe basic principles of soil mechanics.<\/p>\n<p><strong>SPW2001<\/strong>\u00a0&#8211; Sheet pile wall analysis, beam on elasto-plastic springs,<br \/>\nstudent edition (maximum 4 layers).<\/p>\n<p><strong>STB2001<\/strong>\u00a0&#8211; Slope stability by Bishop&#8217;s method, student edition<br \/>\n(maximum 3 soil polygons).<\/p>\n<p><strong>Winkler<\/strong>\u00a0&#8211; Beam on elastic foundation.<\/p>\n<p>Free programs from the Geotechnical Laboratory of<br \/>\nDelft University.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/geo000.citg.tudelft.nl\/software\/software_e.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/geo000.citg.tudelft.nl\/software<\/a><\/p>\n<p>\/software_e.htm<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 46;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>QSection<\/strong>\u00a0&#8211; free<br \/>\nWindows program for computing the section properties of arbitrary sections.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">***<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.mecheng.asme.org\/database\/DESIGN\/MASTER.HTML\" data-blogger-escaped-target=\"_blank\">http:\/\/www.mecheng.asme.org\/<\/a><\/p>\n<p>database\/DESIGN\/MASTER.HTML<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 47;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>ELPLA<\/strong>\u00a0<strong>Limit<br \/>\nEdition\u00a0<\/strong>(ELastic PLAte)<strong>\u00a0<\/strong>&#8211; Analysis and design of slab foundations.<br \/>\nThe reinforcement of slab can be carried out by one of the following design codes:<br \/>\nACI, EC 2, DIN 1045 and ECP.<br \/>\nThe ELPLA limit edition allows users to easily create projects for analysis and design slab floor or raft foundation. It includes all functions of the ELPLA standard edition except that the node number is limited to 200 nodes.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.elpla.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.elpla.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 48;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Portal Frame Analysis<br \/>\nfor MS Windows v3.x\/95\/98<\/strong>\u00a0&#8211; Portal Frame Analysis to BS449, works out<br \/>\nmoments, reactions, stresses and the approximate section sizes required<br \/>\nfor a given span of a steel portal frame.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.dukeuk.freeserve.co.uk\/files-x.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.dukeuk.freeserve.co.uk\/<\/a><\/p>\n<p>files-x.htm<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 49;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Frame<\/strong>\u00a0&#8211; Free software for static and dynamic structural analysis of 2D and 3D linear elastic frames and trusses.<br \/>\nComputes the static deflections, reactions, internal element forces, natural<br \/>\nfrequencies, mode shapes and modal participation factors of two-and three- dimensional elastic structures using direct stiffness<br \/>\nand mass assembly. From Duke University North Carolina.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">?<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.duke.edu\/~hpgavin\/frame\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.duke.edu\/~hpgavin\/frame\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 50;\">\n<td colspan=\"3\" width=\"49%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 49.84%;\"><strong>Cbeam<br \/>\n2002<\/strong>\u00a0is a continuous beam software package that allows the user to<br \/>\nsolve statically indeterminate beam structures. Defining multiple span<br \/>\nelements of varying elasticity&#8217;s with uniform, distributed and<br \/>\nconcentrated loading applications along with a variety of support<br \/>\nconditions is easily at the hands of the user.Note.<br \/>\nAlthough the package is described as a demo I can&#8217;t see any limitations on<br \/>\nit&#8217;s use. Also there appears to be no requirements to register.<\/td>\n<td width=\"12%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 12.9%;\">*****<\/td>\n<td width=\"36%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 36.0%;\"><a href=\"http:\/\/www.seaoc.org\/Pages\/software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.seaoc.org\/Pages\/software.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 51;\">\n<td colspan=\"5\" width=\"99%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 99.36%;\"><strong>FREE CAD SOFTWARE<\/strong><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 52;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><a href=\"http:\/\/civilengineerblogger.blogspot.in\/p\/free-civil-engineering-softwares.html\"><strong>IntelliCAD<br \/>\n2000<\/strong><\/a>\u00a0by CADopia (base product) is a full 2D CAD program and is<br \/>\navailable for free. IntelliCAD&#8217;s native file format is .DWG. It allows you<br \/>\nto open any existing Autodesk AutoCAD file (V2.5 through 2000) and there<br \/>\nis no file conversion or data loss.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.cadopia.com\/register.asp\" data-blogger-escaped-target=\"_blank\">http:\/\/www.cadopia.com\/register.asp<\/a><\/p>\n<p>OR<\/p>\n<p><a href=\"http:\/\/www.intellicadms.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.intellicadms.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 53;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong><strong>Volo View Express by<br \/>\nAutodesk<\/strong><\/strong>&nbsp;<\/p>\n<p>Free application that lets you display and print AutoCAD\u00ae drawings without AutoCAD software. You can exchange information with everyone involved in your project or on your design team, independent of a<br \/>\nCAD program.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.autodesk.com\/voloviewexpress\" data-blogger-escaped-target=\"_blank\">http:\/\/www.autodesk.com\/voloviewexpress<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 54;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>TurboCAD\u00ae<br \/>\nv 4 Learning Edition<\/strong>, is a comprehensive, fully functional 2D CAD<br \/>\nsoftware product. It is the ideal vehicle for new users to learn how to<br \/>\nuse and discover the concepts behind CAD software. In addition it is a<br \/>\nviable product for producing professional 2D CAD drawings. Free<br \/>\nsoftware.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/nct.digitalriver.com\/fulfill\/0002.16\/tc\/\" data-blogger-escaped-target=\"_blank\">http:\/\/nct.digitalriver.com\/fulfill\/0002.16\/tc\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 55;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>CADVANCE<br \/>\n6.5 for Windows<\/strong>\u00a0&#8211;\u00a0This is a<br \/>\nre-release of CADVANCE Version 6.5, a CAD software system designed for<br \/>\nWindows 3.1, but yet also runs on Windows 95\/98 and NT. Originally<br \/>\nreleased in 1995 at a suggested retail price of $1950, it is now available<br \/>\nto anyone free of charge for the software.\u00a0 This is not a demo, but a<br \/>\nfull working version.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.cadvance.com\/65form.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.cadvance.com\/65form.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 56;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>QCad<\/strong>\u00a0is a free<br \/>\nopen-source 2D CAD system for Linux, various Unices and Windows. The<br \/>\ndevelopers main goals are to build a stable, fast and easy to use CAD for<br \/>\neveryone. One doesn&#8217;t need any knowledge of a CAD program to start working<br \/>\nwith QCad.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.qcad.org\/index.php3\" data-blogger-escaped-target=\"_blank\">http:\/\/www.qcad.org\/index.php3<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 57;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>CadStd Lite<\/strong><\/p>\n<p>Free 2-D CAD program.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">***<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.cadstd.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.cadstd.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 58;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>MINOS v. 2.1<\/strong><\/p>\n<p>Minos is a free, full 3D Solid CAD System.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/perso.wanadoo.fr\/rleboite\/minos.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/perso.wanadoo.fr\/rleboite\/minos.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 59;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>SoftCAD.3D\u00ae Lite Version 1.16<\/strong><br \/>\nfor FREE!Practical-use software for easy creation of three- dimensional models.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.softcad.com\/index.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.softcad.com\/index.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 60;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Solid Edge Origin<\/strong>\u00a0is a FREE, limited-function version of our complete Solid Edge software. It includes 3D modeling of basic parts, a complete 2D drafting system, import\u00a0 and export of 2D CAD data and tutorials.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.solid-edge.co.uk\/home1.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.solid-edge.co.uk\/home1.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 61;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><a href=\"http:\/\/www.artifice.com\/free\/dw_lite.html\"><strong>DesignWorkshop<br \/>\nLite<\/strong><\/a>\u00a0&#8211; creates 3D models, walk-throughs and renderings, from<br \/>\nsketch to presentation, for home design and visualization of architecture,<br \/>\nlandscapes, exhibits, or any spatial design projects. Free 3D<br \/>\nSoftware<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.artifice.com\/free\/dw_lite.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.artifice.com\/free\/dw_lite.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 62;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>VARKON<\/strong>\u00a0&#8211; a free CAD<br \/>\nsystem and\u00a0 high level development tool for Engineering, Computer<br \/>\nAided Design and Product Modeling applications.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.microform.se\/index.htm#VAR\" data-blogger-escaped-target=\"_blank\">http:\/\/www.microform.se\/index.htm#VAR<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 63;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Thinking 2D\u00a0<\/strong>&#8211; free<br \/>\n2D CAD program.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">***<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.thinking2d.cjb.net\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.thinking2d.cjb.net\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 64;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>WHIP!\u00ae Viewer<\/strong>\u00a0from<br \/>\nAutodesk allows you to quickly and easily distribute design files over a<br \/>\nnetwork without AutoCAD\u00ae software. It boosts collaboration and<br \/>\ninformation exchange among project members, and it\u2019s available for<br \/>\ndownload free of charge.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www3.autodesk.com\/adsk\/section\/0,,163301,00.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www3.autodesk.com\/adsk\/section\/<\/a><\/p>\n<p>0,,163301,00.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 65;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Drawing QuickViewer<\/strong>provides integrated &#8220;quick viewing&#8221; of AutoCAD<br \/>\ndrawing files from the Windows File Explorer. Freeware.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.mv.com\/ipusers\/crews\/quickview.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.mv.com\/ipusers\/crews\/<\/a><\/p>\n<p>quickview.htm<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 66;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>DWG Viewer 3.0\u00a0<\/strong>&#8211;<br \/>\nFree<strong>\u00a0<\/strong>DWG\/DXF\/DWF Viewer.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.infograph.com\/products\/dwgviewer\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.infograph.com\/products\/dwgviewer\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 67;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Power Tools for AutoCAD<\/strong>offers you basic freeware tools for AutoCAD 2000, organized in a clear menu.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.winsite.com\/bin\/Info?500000009183\" data-blogger-escaped-target=\"_blank\">http:\/\/www.winsite.com\/bin\/<\/a><\/p>\n<p>Info?500000009183<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 68;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>DESI-III<\/strong>\u00a0is a powerful and<br \/>\nuser friendly 2D CAD system with a lot of professional features: associative hatching, dimensioning, associative text attributes to lines and symbols, multiple (up to hundreds) lines or line chains and curves. Automatic interruption of lines on user definable boundaries of symbols AND repairing if the symbols is moved or deleted. Adaptive and powerfull line pattern definitions, macro&#8217;s etc. etc.<br \/>\nFreeware.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/users.pandora.be\/desi-iii\/\" data-blogger-escaped-target=\"_blank\">http:\/\/users.pandora.be\/desi-iii\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 69;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>OttoPDF<\/strong>\u00a0is a freeware program that converts AutoCAD drawing files into Adobe Acrobat PDF files without using AutoCAD.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.myndkryme.com\/products\/ottopdf.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.myndkryme.com\/products\/<\/a><\/p>\n<p>ottopdf.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 70;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>OttoTiff\u00a0<\/strong>is a<br \/>\nconversion utility that takes AutoCAD DWG files and converts them to TIFF<br \/>\nGroup IV image files. Freeware.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.myndkryme.com\/products\/ottotiff.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.myndkryme.com\/products\/<\/a><\/p>\n<p>ottotiff.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 71;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>European Structural<br \/>\nSteel Sections<\/strong>\u00a0available in .DWG format.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.europrofil.lu\/Index\/ind_software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.europrofil.lu\/Index\/<\/a><\/p>\n<p>ind_software.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 72;\">\n<td colspan=\"5\" width=\"99%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 99.36%;\"><strong>Free USA Engineering Software<\/strong><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 73;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>WSDOT Bridge Engineering Software<\/strong><\/p>\n<p>Free programs from the Washington State Department of Transportation.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.wsdot.wa.gov\/eesc\/bridge\/Software\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.wsdot.wa.gov\/eesc\/bridge\/Software\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 74;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Office of Earthquake Engineering<br \/>\nSoftware<\/strong>Free California Transportation Department software for bridge foundations,<br \/>\npiles and concrete sections.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.dot.ca.gov\/hq\/esc\/earthquake_engineering\/index.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.dot.ca.gov\/hq\/esc\/earthquake_engineering<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 75;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Expansion Joint Spacing Design<\/strong><\/p>\n<p>Free program.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.dynasoftinc.com\/expjoint.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.dynasoftinc.com\/expjoint.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 76;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Aladdin<\/strong>\u00a0&#8211;<strong>\u00a0<\/strong>A computational toolkit for the interactive matrix and finite element analysis of large engineering structures, particularly building and highway bridge structures.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.isr.umd.edu\/~austin\/aladdin.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.isr.umd.edu\/~austin\/aladdin.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 77;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Pavement-Transportation Computer Assisted Structural Engineering<\/strong>\u00a0&#8211; Distribution site for free airfield, road, railroad, and general transportation, design and evaluation software written by US Army Corps of Engineers<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.pcase.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.pcase.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 78;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>FElt<\/strong>\u00a0is a free system for finite element analysis.<\/p>\n<p>The current version of FElt knows how to solve linear static and dynamic structural and thermal analysis<br \/>\nproblems.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/felt.sourceforge.net\/\" data-blogger-escaped-target=\"_blank\">http:\/\/felt.sourceforge.net\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 79;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Structural Engineering Programs<br \/>\n&#8211;<\/strong>free from the Florida Department of Transportation.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.dot.state.fl.us\/structures\/proglib.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.dot.state.fl.us\/structures\/proglib.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 80;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Bridge Software Institute<\/strong><br \/>\n&#8211; University of Florida, bridge software.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/bsi-web.ce.ufl.edu\/downloads\/\" data-blogger-escaped-target=\"_blank\">http:\/\/bsi-web.ce.ufl.edu\/downloads\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 81;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>IDARC<\/strong>\u00a0&#8211; A Computer Program for Inelastic Structural Analysis developed at the State University of New York at Buffalo.<br \/>\nThe program is distributed free.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/civil.eng.buffalo.edu\/idarc2d50\/\" data-blogger-escaped-target=\"_blank\">http:\/\/civil.eng.buffalo.edu\/idarc2d50\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 82;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Composite Beam\/Girder<br \/>\nProgram<\/strong>Free program.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\">ftp:\/\/users.aol.com\/hspannu\/compbeam.exe<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 83;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Concrete Column Program<\/strong><br \/>\n&#8211; This highly powerful program is an essential tool for designing concrete<br \/>\ncolumns in a Professional Engineering office. The Program can handle<br \/>\nUniAxial, BiAxial design of Circular, Rectangular and ANY SHAPE (Irregular<br \/>\nShape defined by X,Y Coordinates) Columns.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\">ftp:\/\/users.aol.com\/hspannu\/column.exe<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 84;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>ConcBeam<\/strong>\u00a0&#8211; reinforced<br \/>\nconcrete beam\u00a0 &#8220;calculator&#8221;. User enters Bending Moment and Shear, the program generates reinforcement required in text and graphical formats.<br \/>\nWorking Stress, Load Factor and Load and Resistance, AASHTO or ACI requirements.<br \/>\nEnglish and Metric units. Free.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.krtek.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.krtek.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 85;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>97 UBC Lateral Design<br \/>\nSpreadsheet<\/strong>\u00a0&#8211; this spreadsheet is intended as an educational tool for the learning and understanding of the Wood provisions of the 1997 Uniform Building Code. It will perform both flexible and rigid diaphragm analysis.<br \/>\nRequires Microsoft Excel. Free.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.seaoc.org\/Pages\/software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.seaoc.org\/Pages\/software.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 86;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Two-cycle Moment Distribution &#8211;<br \/>\nRC Beam<\/strong><br \/>\n&#8211; this Excel spreadsheet performs two-cycle moment distribution per the PCA publication of the same name. It designs positive and negative moment reinforcement, stirrups, checks deflection, accounts for column stiffness and performs crack control analysis.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.seaoc.org\/Pages\/software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.seaoc.org\/Pages\/software.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 87;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>StlShape<\/strong>\u00a0&#8211; is a<br \/>\nfree program for the analysis and design of simply supported beams and<br \/>\ncantilevers. The program can cater for steel, timber and reinforced<br \/>\nconcrete to American building codes.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/members.tripod.com\/~stlshape\/\" data-blogger-escaped-target=\"_blank\">http:\/\/members.tripod.com\/~stlshape\/<\/a><\/p>\n<p>or<\/p>\n<p><a href=\"http:\/\/www.seaoc.org\/Pages\/software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.seaoc.org\/Pages\/software.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 88;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Bridge Application Software<\/strong><br \/>\n&#8211; free from the Colorado DOT Information Systems, Project Engineering<br \/>\nCustomer Support Unit.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.dot.state.co.us\/Business\/Design\/PECSU\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.dot.state.co.us\/Business\/Design\/PECSU\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 89;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Excel spreadsheet to<br \/>\nanalyse freestanding signs<\/strong>. Free download from &#8220;Engineering Sign Structures&#8221;.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.signweb.com\/installation\/cont\/engss.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.signweb.com\/installation\/cont\/engss.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 90;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>The BridgeSight Shear<br \/>\nDesigner<\/strong>\u00a0&#8211; Free shear design aid for reinforced concrete beams. AASHTO LRFD<br \/>\ndesign. Microsoft Excel version 7.0 or later.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.bridgesite.com\/sheardesigner.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.bridgesite.com\/sheardesigner.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 91;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Mathcad Worksheets<\/strong><br \/>\n&#8211; for calculating lateral soil pressures on a retaining wall using the\u00a0 Rankine<br \/>\nmethod, area of steel for a concrete T-Beam given the design moment and<br \/>\nproperties of any general section. Free.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.bridgesite.com\/freesoftware.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.bridgesite.com\/freesoftware.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 92;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>NONLIN<\/strong>\u00a0&#8211; Nonlinear<br \/>\ndynamic time history analysis of single degree of freedom systems.<br \/>\nMicrosoft Windows based application for the dynamic analysis of single<br \/>\ndegree of freedom structural systems.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.fema.gov\/home\/EMI\/nonlin.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.fema.gov\/home\/EMI\/nonlin.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 93;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Concrete Building Design<\/strong>by Computer<br \/>\n&#8211; free software with explanations and illustrations covering the analysis and design of concrete building structural components.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/ourworld-top.cs.com\/JackC7799\/index.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/ourworld-top.cs.com\/JackC7799\/index.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 94;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Mathcad Application Files<\/strong>&#8211; A free collection of Mathcad applications on the official Mathcad web site. Includes a section on Civil Engineering.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.mathsoft.com\/appsindex.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.mathsoft.com\/appsindex.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 95;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\">From\u00a0<strong>The Structuralist<br \/>\nNet<\/strong>\u00a0&#8211; Flexible diaphragm shear distribution Excel spreadsheet,<br \/>\nWide-flange steel beam analysis spreadsheet and an Excel macro to extract<br \/>\nline coordinates from Autocad Drawings. Free downloads.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.structuralist.net\/cgi-local\/UltraBoard\/UltraBoard.cgi?action=Headlines&amp;BID=67&amp;SID=4522\" data-blogger-escaped-target=\"_blank\">http:\/\/www.structuralist.net\/cgi-local\/<\/a><\/p>\n<p>UltraBoard\/UltraBoard.cgi?<\/p>\n<p>action=Headlines&amp;BID=67&amp;SID=4522<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 96;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>MathCad Templates\u00a0<\/strong>&#8211;<br \/>\nmany Mathcad template files for structural engineers on the The<br \/>\nStructuralist.Net.<br \/>\nFree downloads.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.structuralist.net\/cgi-local\/UltraBoard\/UltraBoard.cgi?action=Headlines&amp;BID=68&amp;SID=4522\" data-blogger-escaped-target=\"_blank\">http:\/\/www.structuralist.net\/cgi-local\/<\/a><\/p>\n<p>UltraBoard\/UltraBoard.cgi?<\/p>\n<p>action=Headlines&amp;BID=68&amp;SID=4522<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 97;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Civil Engineering<br \/>\nMathcad Templates<\/strong>\u00a0&#8211; free downloads from the Mathcad Collaboratory.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/collab.mathsoft.com\/~Mathcad2000\/guests\" data-blogger-escaped-target=\"_blank\">http:\/\/collab.mathsoft.com\/~Mathcad2000<\/a><\/p>\n<p>\/guests<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 98;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Geotechnical<br \/>\nEngineering Software\u00a0<\/strong>&#8211; Free software from the Office of Bridge<br \/>\nTechnology, Federal Highway Administration, United States Department of Transportation.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.fhwa.dot.gov\/bridge\/geosoft.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.fhwa.dot.gov\/bridge\/geosoft.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 99;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>DTColumn<\/strong>\u00a0&#8211; this<br \/>\nprogram quickly and easily calculates reinforced concrete column<br \/>\ninteraction diagrams. It is a FREE download to anyone interested in using<br \/>\nit.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.dtware.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.dtware.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 100;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Plane Failure Analysis &#8211;<br \/>\n<\/strong>calculates the factor of safety for plane failures in rock and soil slopes where defined discontinuity planes exist.<br \/>\nFree from the Southern Illinois University.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.engr.siu.edu\/mining\/kroeger\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.engr.siu.edu\/mining\/kroeger\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 101;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Wedge Failure Analysis<br \/>\n&#8211;\u00a0<\/strong>includes a stereonet view of the planes the user inputs and a printable summary of the analysis. The user can input artifical support<br \/>\n(rockbolts, cables, bolts) or calculate the required support by entering the desired factor of safety.<br \/>\nFree from the Southern Illinois University.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.engr.siu.edu\/mining\/kroeger\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.engr.siu.edu\/mining\/kroeger\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 102;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>IDARC-BRIDGE &#8211;<\/strong>\u00a0A<br \/>\nProgram for Three-Dimensional Nonlinear Inelastic Analysis of Bridges.<br \/>\nAllows many aspects of bridge behavior to be explicitly modeled.<br \/>\nDeveloped at the State University of New York at Buffalo.<br \/>\nThe program is distributed free.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/civil.eng.buffalo.edu\/idarc-bridge\/\" data-blogger-escaped-target=\"_blank\">http:\/\/civil.eng.buffalo.edu\/idarc-bridge\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 103;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>SteelS<\/strong><br \/>\nis a utility containing shape information for W, S, M and HP sections.<br \/>\nBasic mechanical and geometrical properties are shown and its based on<br \/>\nASTM A6 as it was current in 2000. Freeware.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.steelsplus.com\/freeware.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.steelsplus.com\/freeware.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 104;\">\n<td colspan=\"5\" width=\"99%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 99.36%;\"><strong>Rest Of The World &#8211; Free Engineering Software<\/strong><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 105;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>3D Pile Analysis and<br \/>\nCross-section\u00a0<\/strong>&#8211; 2 free analysis programs in Dutch.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/home.wanadoo.nl\/wolsink\" data-blogger-escaped-target=\"_blank\">http:\/\/home.wanadoo.nl\/wolsink<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 106;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>SpanCAD<\/strong>\u00a0is software for<br \/>\nthe design of structural reinforced concrete walls, discontinuities, deep beams, walls loaded in plane<br \/>\nand box-shaped structures.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.mechanics.citg.tudelft.nl\/spancad\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.mechanics.citg.tudelft.nl\/<\/a><\/p>\n<p>spancad\/<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 107;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Structural Safety<\/strong>\u00a0&#8211;<br \/>\nthis program computes the reliability of a structure from the safety factors that are<br \/>\nused in its design. It is freeware, so, you can download and use it free of charge.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.mechanics.citg.tudelft.nl\/~pierre\/StructuralSafetyProgram\/safman.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.mechanics.citg.tudelft.nl\/%7Epierre\/<\/a><\/p>\n<p>StructuralSafetyProgram\/safman.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 108;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Raul Canle&#8217;s Structural Engineering<br \/>\npage<\/strong>\u00a0&#8211; has some small programs for purlin, stiffeners and plate girder calculations<br \/>\nto USA and Spanish codes available for download (in Spanish).<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.ctv.es\/USERS\/raul.canle\/home.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.ctv.es\/USERS\/raul.canle\/<\/a><\/p>\n<p>home.htm<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 109;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>IFB (Integrated Floor Beams)<\/strong><br \/>\n-The IFB program has been developed for the design of slimfloor slabs based on Integrated Floor Beams<br \/>\n(IFB) sections, which are composed of a frame with a split-up wide flange section and a plate welded as bottom or top flange. It is only possible to calculate simple beams that are hung at the two supports.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.europrofil.lu\/Index\/ind_software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.europrofil.lu\/Index\/<\/a><\/p>\n<p>ind_software.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 110;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>AFCC<\/strong>\u00a0&#8211; The AFCC program calculates the ultimate loads for composite columns AF 30\/120 at room temperature according to EUROCODE 4, part 1.1<br \/>\n(ENV 1944.1-1) and for the ISO fire classes R30, R60, R90 and R120, in accordance with EUROCODE 4, part 1.2<br \/>\n(ENV 1944,1.2).<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.europrofil.lu\/Index\/ind_software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.europrofil.lu\/Index\/<\/a><\/p>\n<p>ind_software.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 111;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>AFCB<\/strong>\u00a0&#8211; The AFCB<br \/>\nprogram calculates the ultimate bending moments for composite beams at<br \/>\nroom temperature according to EUROCODE 4, part 1.1 (ENV 1944.1-1) and for<br \/>\nthe ISO fire classes R30, R60, R90 and R120, in accordance with EUROCODE<br \/>\n4, part 1.2 (ENV 1944,1.2).<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.europrofil.lu\/Index\/ind_software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.europrofil.lu\/Index\/<\/a><\/p>\n<p>ind_software.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 112;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>European Structural<br \/>\nSteel Sections Technical Data\u00a0<\/strong>in Excel format from the Europrofil sales<br \/>\nprogramme.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.europrofil.lu\/Index\/ind_software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.europrofil.lu\/Index\/<\/a><\/p>\n<p>ind_software.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 113;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Response-2000<\/strong>\u00a0is an easy to use sectional analysis program that will calculate the strength and ductility of a reinforced concrete cross-section subjected to shear, moment, and axial load. All three loads are considered simultaneously to find the full load-deformation response using the latest research based on the modified compression field theory. The program was developed at the University of Toronto.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.ecf.utoronto.ca\/~bentz\/r2k.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.ecf.utoronto.ca\/~bentz\/r2k.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 114;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Membrane-2000<\/strong>\u00a0is an easy to use analysis program that will calculate the load-deformation relationship for a uniform panel of reinforced concrete subjected to in-plane shear loading. The program implements the Modified Compression Field Theory as well as the Rotating Angle-Softened Truss Model and the Fixed Angle-Softened Truss Models. The program was developed at the University of Toronto.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.ecf.utoronto.ca\/~bentz\/m2k.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.ecf.utoronto.ca\/~bentz\/m2k.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 115;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Shell-2000<\/strong>\u00a0is an easy to use analysis program that will calculate the load-deformation relationship for a general plate or shell subjected to any combination of the 8 loads that are possible for such an element. Shell-2000 is the first program to properly account for the out-of-plane shear distribution in a rigorous way. The program implements the Modified Compression Field Theory to arrive at solutions. The program was developed at the University of Toronto.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.ecf.utoronto.ca\/~bentz\/s2k.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.ecf.utoronto.ca\/~bentz\/s2k.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 116;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Triax-2000<\/strong>\u00a0is an easy to use analysis program that will calculate the load-deformation relationship for a uniform block of reinforced concrete in three dimensions. It may be subjected to any combination of the general 6 stresses that can be applied to an arbitrary 3D block. The program implements the Modified Compression Field Theory to arrive at solutions. The program was developed at the University of Toronto.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.ecf.utoronto.ca\/~bentz\/t2k.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.ecf.utoronto.ca\/~bentz\/t2k.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 117;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Multiple Fastener Connections (WIN\/UK\/free)<\/strong><br \/>\n&#8211; Developed for the research project &#8216;double shear timber connections with dowel type fasteners&#8217;, by<br \/>\nDr.Ir. Andre Jorissen. With the MFJ program the reduction in the load carrying capacity for multiple fastener connections can be simulated for a variable number of fasteners, depending on the geometry and material properties.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.veenhoven.com\/software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.veenhoven.com\/software.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 118;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Timber Frame Housing<br \/>\n(DOS\/NL\/free)<\/strong><br \/>\n&#8211; Developed for the Nordic Timber Council and distributed amongst architects, technical schools and consumers in the Netherlands on quite a large scale. The program shows you the main principles of detailing and construction for this building method.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.veenhoven.com\/software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.veenhoven.com\/software.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 119;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Dutch Glulam Design Program<br \/>\n(DOS\/NL+UK\/free)<\/strong><br \/>\n&#8211; With the glulam design program it is easy to design laminated timber constructions quickly and accurately. The program has been designed to be used by structural engineers as well as architects. The program calculates and optimizes the required dimensions, and outputs the moments, shear forces and displacements on either screen or printer.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.veenhoven.com\/software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.veenhoven.com\/software.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 120;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Timber Poles Program<br \/>\n(DOS\/NL\/free)<\/strong>\u00a0&#8211; Program for the design and calculation of foundations with timber poles.<br \/>\nYou can download and use the program for free.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.veenhoven.com\/software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.veenhoven.com\/software.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 121;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Analysis of a<br \/>\nReinforced Concrete Section<\/strong>\u00a0&#8211; free spreadsheet for the new Australian Standards Concrete Structures and Bridge Design Codes.<br \/>\nCalculate stresses under combined bending &amp; axial load, minimum reinforcement areas,<br \/>\ncrack widths to BS5400 &amp; EuroCode2, ultimate moment capacity for specified axial load,<br \/>\ndisplay moment\/axial load interaction diagram.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.terrassociates.com\/software.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.terrassociates.com\/software.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 122;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>ProfilARBED<\/strong>\u00a0&#8211;<br \/>\nEuropean beams selection program. The aim of the program is to give the<br \/>\nuser a fast method to find a steel beam and its associated properties.<br \/>\nThis can be done by selecting a profile by its name or by searching a<br \/>\nprofile responding to a set of user-defined conditions.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.europrofil.lu\/Index\/ind_software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.europrofil.lu\/Index\/<\/a><\/p>\n<p>ind_software.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 123;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>CCD<\/strong>\u00a0&#8211; Composite<br \/>\nColumn Design according to Eurocode 4 (ENV 1994-1-1).<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.europrofil.lu\/Index\/ind_software.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.europrofil.lu\/Index\/<\/a><\/p>\n<p>ind_software.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 124;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>PURLIN SIZER<\/strong>\u00a0&#8211; is a<br \/>\ndownloadable Excel spreadsheet file which uses the information from the<br \/>\nCold Formed Lipped Channel spreadsheet to automatically size CFLC purlins.<br \/>\nAlso, South African Steel Tables in Excel format.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.bauerconsultbotswana.com\/engineering.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.bauerconsultbotswana.com\/<\/a><\/p>\n<p>engineering.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 125;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>DesignInHyne \/<br \/>\nTasDesign<\/strong>\u00a0&#8211; Free timber beam design software for design to Australian<br \/>\nstandards.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.huntrobinson.com.au\/software5.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.huntrobinson.com.au\/<\/a><\/p>\n<p>software5.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 126;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Top1 NL design version<br \/>\n4.21<\/strong>\u00a0&#8211; Dutch modern design &amp; engineering tool for timber<br \/>\nstructures. Optimizes a wide range of structure types, from simple beams<br \/>\nand purlins, through boomerang beams and portals. In glulam, sawn timber<br \/>\nor Kerto. German version available too. Free.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.veenhoven.com\/top1nl.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.veenhoven.com\/top1nl.html<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 127;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Excel spreadsheets for geotechnical engineering<\/strong><br \/>\nfrom the Norwegian University of Science and Technology.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.bygg.ntnu.no\/geo\/kurs\/laremod\/laremod.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.bygg.ntnu.no\/geo\/kurs\/<\/a><\/p>\n<p>laremod\/laremod.htm<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 128;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>BigSolve<\/strong>\u00a0&#8211; German<br \/>\nbeam\/frame analysis program.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.stabstatik.de\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.stabstatik.de\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 129;\">\n<td colspan=\"5\" width=\"99%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 99.36%;\"><strong>Free Office Software<\/strong><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 130;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Columbus<\/strong>\u00a0&#8211; Free<br \/>\nDocument Management system from Arup.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/columbus.arup.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/columbus.arup.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 131;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>AVG 6.0 Anti-Virus<br \/>\nSystem<\/strong>\u00a0&#8211; Free Edition, AVG Resident Protection, AVG Email Scanner, AVG<br \/>\nOn-Demand Scanner,\u00a0Scheduled Tests, Free Virus Database Updates, Automatic Update feature,<br \/>\nEasy-To-Use Interface, Automatic Healing of infected files, AVG Virus<br \/>\nVault for safe handling of infected files.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.grisoft.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.grisoft.com<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 132;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong><strong>F-PROT Anti-Virus<br \/>\nSoftware<\/strong><\/strong>&nbsp;<\/p>\n<p>From the Imperial College server.<strong>\u00a0<\/strong>Free for personal use. Click the following for more<br \/>\ninformation:\u00a0\u00a0\u00a0<strong><a href=\"http:\/\/www.blogger.com\/f-prot.txt\" data-blogger-escaped-target=\"_self\">CLICK!<\/a><\/strong><\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/sunsite.org.uk\/packages\/simtelnet\/msdos\/virus\/\" data-blogger-escaped-target=\"_blank\">http:\/\/sunsite.org.uk\/packages\/simtelnet\/msdos\/virus\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 133;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Time Stamp<br \/>\n<\/strong><em>&#8211;<br \/>\n<\/em>a freeware program<br \/>\nyou can use to easily track time spent on a project. It enables you to<br \/>\ntime how long you spend on a task, including features that let you take<br \/>\n&#8220;slack time&#8221; for a phone call or break. Times for various tasks<br \/>\ncan be linked to an hourly charge rate for accurate billing.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.syntap.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.syntap.com<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 134;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>ZipCentral\u00a0<\/strong>is a<br \/>\nfree, robust and easy to use zip file manager with a lot of features.<br \/>\nSupports all common zip file actions plus creation of self-extracting<br \/>\narchives, drag and drop, disk spanning, shell execution, repairing damaged<br \/>\narchives and more. User interface similar to other popular shareware<br \/>\narchive managers.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/zipcentral.iscool.net\/\" data-blogger-escaped-target=\"_blank\">http:\/\/zipcentral.iscool.net\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 135;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>StarOffice<\/strong>\u2122 software is a powerful, cross-platform office productivity suite &#8212; available free of charge &#8212; that delivers seamless access to applications and files.<br \/>\nIncludes spreadsheet software.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.sun.com\/staroffice\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.sun.com\/staroffice\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 136;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Copernic 2000<\/strong>\u00a0is an intelligent agent that carries out your net-searches by simultaneously consulting the most important search engines of the Internet. Some 65 information sources are accessible with this version. Copernic 2000 is FREE.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.copernic.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.copernic.com<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 137;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Go!Zilla<\/strong>\u00a0&#8211; recover from download errors and resume failed downloads, manage and categorize files to download later and get those files from the most responsive site.<br \/>\nFree unlimited, fully functional.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.gozilla.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.gozilla.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 138;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Microsoft Word Viewer 97\/2000 (Win95\/98\/NT)<\/strong><\/p>\n<p>This free program lets you view and print not only MS Word 97\/2000 documents, but<br \/>\nalso documents created with all prior versions of Word for Windows and version 4.0 and above of Word for Macintosh.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/office.microsoft.com\/downloads\/2000\/wd97vwr32.aspx\" data-blogger-escaped-target=\"_blank\">http:\/\/office.microsoft.com\/downloads\/<\/a><\/p>\n<p>2000\/wd97vwr32.aspx<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 139;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Free PDF v0.95 Public Beta<br \/>\n&#8211;\u00a0<\/strong>Create your own PDFs files for free. Make professional looking, PDF Portable Document Format<br \/>\nviewable\/printable with Adobe<strong>\u00a0<\/strong>Acrobat Reader on any platform.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.webxd.com\/zipguy\/freepdf.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/www.webxd.com\/zipguy\/freepdf.htm<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 140;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Adobe\u00ae Acrobat\u00ae Reader\u2122<\/strong>\u00a0is<br \/>\nfree software that lets you view and print Adobe Portable Document Format<br \/>\n(PDF) files.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.adobe.com\/products\/acrobat\/readstep2.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.adobe.com\/products\/acrobat\/<\/a><\/p>\n<p>readstep2.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 141;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>IrfanView<\/strong>\u00a0is a very fast FREEWARE<br \/>\n32-Bit graphic viewer for Windoze 9x, Windows NT and Windows 2000.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/stud1.tuwien.ac.at\/~e9227474\/english.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/stud1.tuwien.ac.at\/~e9227474\/<\/a><\/p>\n<p>english.htm<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 142;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>602Pro PC Suite v2000b<\/strong><\/p>\n<p>is an integrated office suite which includes four applications: a word processor, spreadsheet, graphics editor, and visual desktop.<br \/>\nOS: Windows 95\/98\/Me\/NT\/2000 License: Freeware.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\"><\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.software602.com\/products\/pcs\/index.html\" data-blogger-escaped-target=\"_blank\">http:\/\/www.software602.com\/products\/pcs\/<\/a><\/p>\n<p>index.html<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 143;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>GNOME Office<\/strong>\u00a0includes<br \/>\nAbiWord, Gnumeric, GIMP, Dia, EOG, GNOME-PIM, and GNOME-DB. AbiWord is a word processor, Gnumeric is a spreadsheet application, the GIMP is an extremely powerful and versatile image editing program, Dia draws structured diagrams, Eye Of GNOME is an image viewer, GNOME-PIM is a personal information manager, and<br \/>\nGNOME-DB provides database connectivity.<br \/>\nFreeware project.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">?<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.gnome.org\/gnome-office\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.gnome.org\/gnome-office\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 144;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Grids<\/strong>\u00a0was designed as a simple vectorial drawing software<br \/>\nfor Windows. Its principal functions are dedicated to schemes drawing, thus you can generate libraries with symbols which can be easily used (many symbols are provided with Grids). It can be used for networks schemes, for electrical schemes, for databases conception, flood charts,<br \/>\netc. Grids is a free software.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.geocities.com\/SiliconValley\/Lab\/3719\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.geocities.com\/SiliconValley\/<\/a><\/p>\n<p>Lab\/3719\/<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 145;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Drawme<\/strong>\u00a0&#8211; a drawing<br \/>\nprogram for Windows 3.1 This drawing program is freeware and is designed to provide a simple means for creating diagrams and illustrations to scale.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">***<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/ourworld.compuserve.com\/homepages\/John_Maddock\/drawme.htm\" data-blogger-escaped-target=\"_blank\">http:\/\/ourworld.compuserve.com\/<\/a><\/p>\n<p>homepages\/John_Maddock\/drawme.htm<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 146;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>WordWeb<\/strong><br \/>\nis a free comprehensive dictionary and thesaurus that works with several<br \/>\nword processors or as a stand alone program. The program has a large<br \/>\ndatabase of more than 120,000 root words, 100,000 synonym sets and comes<br \/>\nwith a template file so you can use it directly with Microsoft Word 6.0,<br \/>\n7.0, or 97.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/wordweb.info\/free\/\" data-blogger-escaped-target=\"_blank\">http:\/\/wordweb.info\/free\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 147;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>THE Thinking Man&#8217;s<br \/>\nThesaurus<\/strong>\u00a0&#8211; includes a powerful thesaurus and a dictionary which can check the spelling of individual words as well as provide you with a list of similarly spelt words.<br \/>\nFreeware.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.theabsolute.net\/sware\/index.html#thes\" data-blogger-escaped-target=\"_blank\">http:\/\/www.theabsolute.net\/sware\/<\/a><\/p>\n<p>index.html#thes<\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 148;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Sicyon<\/strong>\u00a0is a<br \/>\nfreeware all-in-one type of software consisting: expression calculator +<br \/>\nconstants database + units converter + solver.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">*****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.sicyon.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.sicyon.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 149;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>Calc98<\/strong>\u00a0&#8211; is a<br \/>\npocket calculator simulator program for the Microsoft Windows operating<br \/>\nsystem. It is a replacement for the calculator program which is included<br \/>\nwith the operating system, with many additional features and greater<br \/>\nflexibility. It is especially designed for scientific and engineering<br \/>\nusers and includes a wide range of units conversions and scientific<br \/>\nfunctions.\u00a0Free.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">****<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.calculator.org\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.calculator.org\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-style=\"height: 28.5pt; mso-yfti-irow: 150; mso-yfti-lastrow: yes;\">\n<td width=\"26%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 26.92%;\"><strong>GraphTablet<\/strong>\u00a0&#8211; With<br \/>\na simple, pushbutton interface you can create blank rectangular, polar, or<br \/>\nsemilog graph paper on your home printer. Free.<\/td>\n<td width=\"10%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 10.38%;\">***<\/td>\n<td colspan=\"3\" width=\"61%\" data-blogger-escaped-style=\"border: inset black 1.0pt; height: 28.5pt; mso-border-alt: inset black .75pt; padding: .75pt .75pt .75pt .75pt; width: 61.44%;\"><a href=\"http:\/\/www.graphtablet.com\/\" data-blogger-escaped-target=\"_blank\">http:\/\/www.graphtablet.com\/<\/a><\/td>\n<\/tr>\n<tr data-blogger-escaped-height=\"0\">\n<td width=\"204\" data-blogger-escaped-style=\"border: none;\"><\/td>\n<td width=\"56\" data-blogger-escaped-style=\"border: none;\"><\/td>\n<td width=\"7\" data-blogger-escaped-style=\"border: none;\"><\/td>\n<td width=\"66\" data-blogger-escaped-style=\"border: none;\"><\/td>\n<td width=\"436\" data-blogger-escaped-style=\"border: none;\"><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>&nbsp;<\/p>\n<p><strong>Commercial Software<\/strong><\/p>\n<ul data-blogger-escaped-style=\"margin-top: 0cm;\">\n<li><a href=\"http:\/\/aashtoware.camsys.com\/\">AASHTO<\/a>\u00a0&#8211; Automatic Dynamic Incremental Nonlinear Analysis<\/li>\n<li><a href=\"http:\/\/www.adina.com\/\">ADINA<\/a>\u00a0&#8211; Automatic Dynamic Incremental Nonlinear Analysis<\/li>\n<li><a href=\"http:\/\/odin.syscomsrv.com\/aisishop\/dept.asp?mscssid=&amp;dept_id=2005&amp;top_dept_id=2005\">American Iron and Steel Institute Bridge Software<\/a><\/li>\n<li><a href=\"http:\/\/www.ansys.com\/default.asp\">ANSYS\u00a0<\/a>&#8211; Structural analysis, heat transference, fluids dynamic, electromagnetics&#8230;<\/li>\n<li><a href=\"http:\/\/www.mcalsoft.com\/\">Aprop1.01<\/a>\u00a0&#8211; An &#8220;Integration by Area&#8221; method that allows the user to determine section Properties<\/li>\n<li><a href=\"http:\/\/www.bap2.com\/\">BAP2<\/a>\u00a0&#8211; Beam Analysis Program<\/li>\n<li><a href=\"http:\/\/www.cee.umd.edu\/best\/\">BEST Center Software<\/a>\u00a0&#8211; A portfolio of bridge software including MERLIN-DASH<\/li>\n<li><a href=\"http:\/\/www.ids-soft.com\/\">BD3<\/a>\u00a0&#8211; 3D Analysis and Design of Concrete Segmental Bridges<\/li>\n<li><a href=\"http:\/\/213.132.194.254\/proghtml\/171\/17100.htm\">BiAxialer<\/a>\u00a0&#8211; Analyze reinforced concrete cross-sections<\/li>\n<li><a href=\"http:\/\/www.bossintl.com\/\">BOSS International<\/a>\u00a0&#8211; Civil and Environmental Software<\/li>\n<li><a href=\"http:\/\/www.dot.state.wy.us\/Default.jsp?sCode=hwyba\">BRASS<\/a>\u00a0&#8211; Bridge Rating and Analysis of Structural Systems<\/li>\n<li><a href=\"http:\/\/www.akgordon.com\/\">BRIDG for Windows<\/a>\u00a0&#8211; Bridge Rating and Interactive Display Graphics<\/li>\n<li><a href=\"http:\/\/www.ids-soft.com\/\">Bridge Designer II<\/a>\u00a0&#8211; 2D Analysis and Design of Concrete Segmental Bridges<\/li>\n<li><a href=\"http:\/\/www.scanscot.com\/\">BRIGADE<\/a>\u00a0&#8211; A finite element program for bridge analysis<\/li>\n<li><a href=\"http:\/\/www.cadreanalytic.com\/\">CADRE<\/a>\u00a0&#8211; Finite Element Software<\/li>\n<li><a href=\"http:\/\/www.cartegraph.com\/\">Cart\u00e9Graph Software Suite<\/a>\u00a0&#8211; Asset Management\/GIS Software for the Public Works Industry<\/li>\n<li><a href=\"http:\/\/www.mcalsoft.com\/\">Cbeam 2002<\/a>\u00a0&#8211; Continuous beam software that allows the user to solve statically indeterminate beam structures<\/li>\n<li><a href=\"http:\/\/ceceng.net\/structure.htm\">cecBRIDGE<\/a>\u00a0-Automated Drafting Software Suite<\/li>\n<li><a href=\"http:\/\/www.civilfem.com\/\">CivilFEM\u00a0<\/a>&#8211; makes the best civil engineering customization of the finite element program ANSYS<\/li>\n<li><a href=\"http:\/\/www.civstate.com\/\">CivilState<\/a>\u00a0&#8211; Bridge Analysis and Steel Girder Design Software<\/li>\n<li><a href=\"http:\/\/www.civiltech.com\/software.html\">CivilTech<\/a>\u00a0&#8211; Engineering, Architectural, and Educational Software<\/li>\n<li><a href=\"http:\/\/www.structuralsoftware.net\/\">Delta Structural Software<\/a>\u00a0&#8211; Delta Structural Analysis &amp; Design Software<\/li>\n<li><a href=\"http:\/\/www.drsoftware-home.com\/\">Dr. Software, LLC<\/a>\u00a0&#8211; specializing in the development of structural modeling software for engineering and architectural professionals and students<\/li>\n<li><a href=\"http:\/\/www.eriktech.com\/\">Eriksson Technologies<\/a>\u00a0&#8211; Bridge design software for AASHTO LRFD and Standard Specs<\/li>\n<li><a href=\"http:\/\/www.ez-beam.com\/\">EZ-Beam<\/a>\u00a0&#8211; Calculates shear and moment diagrams for continuous beams<\/li>\n<li><a href=\"http:\/\/www.alashki.com\/\">GaLa Reinforcement<\/a>\u00a0&#8211; General analysis of reinforced concrete elements<\/li>\n<li><a href=\"http:\/\/www.gintsoftware.com\/\">gINT Geotechnical Software<\/a>\u00a0&#8211; a cost-effective solution for geotechnical and geoenvironmental professionals<\/li>\n<li><a href=\"http:\/\/trantor.bioc.columbia.edu\/grasp\/\">GRASP<\/a>\u00a0&#8211; Analysis of 2D frames and trusses<\/li>\n<li><a href=\"http:\/\/www.scsolutions.com\/public\/product\/gt-strudl.html\">GT STRUDL<\/a>\u00a0&#8211; Structural Analysis and Design Software for Civil Engineers<\/li>\n<li><a href=\"http:\/\/www.horminorme.com\/\">HORMINORMe<\/a><\/li>\n<li><a href=\"http:\/\/www.inspecttech.com\/\">InspectTech<\/a>\u00a0&#8211; Bridge Management and Inspection software with GIS<\/li>\n<li><a href=\"http:\/\/www.integer-software.co.uk\/\">Integer Software<\/a>\u00a0&#8211; Bridge design, analysis, assessment and load optimisation software<\/li>\n<li><a href=\"http:\/\/www.krtek.com\/\">KRTEK Software<\/a>\u00a0&#8211; BASSIG, IGird, Krbeam99, Krwall99, ConcWall, ConcBeam<\/li>\n<li><a href=\"http:\/\/www.larsausa.com\/\">LARSA<\/a>\u00a0&#8211; Integrated Linear and Nonlinear FEA and Design Software<\/li>\n<li><a href=\"http:\/\/www.leapsoft.com\/\">LEAP<\/a>\u00a0&#8211; Bridge Design Software<\/li>\n<li><a href=\"http:\/\/www.logicsphere.com\/\">Logicsphere<\/a>\u00a0&#8211; Concrete Design Software<\/li>\n<li><a href=\"http:\/\/www.lusas.com\/\">LUSAS Bridge\u00a0<\/a>&#8211; Bridge Design, Analysis, and Assessment<\/li>\n<li><a href=\"http:\/\/www.ids-soft.com\/\">MC3D<\/a>\u00a0&#8211; Match-Casting Geometry Control for Pre-Stress Concrete Segmental Bridges<\/li>\n<li><a href=\"http:\/\/www.compumod.com.au\/products\/msc\/nastran\/index.htm\">MSC Nastran<\/a><\/li>\n<li><a href=\"http:\/\/www.nag.com\/\">NAG<\/a>\u00a0&#8211; Numerical Algorithms Group<\/li>\n<li><a href=\"http:\/\/www.nenastran.com\/newnoran\/civil.php\">NEi NASTRAN<\/a>\u00a0&#8211; Finite Element Analysis Engine<\/li>\n<li><a href=\"http:\/\/www.oasys-software.com\/\">Oasys<\/a>\u00a0&#8211; Structural and geotechnical analysis software<\/li>\n<li><a href=\"http:\/\/members.execulink.com\/~pjones\/index.html\">OmniCon 98<\/a>\u00a0&#8211; A Metric conversion program<\/li>\n<li><a href=\"http:\/\/www.opti-mate.com\/\">OPTI-MATE<\/a>\u00a0&#8211; Bridge design\/rating software: straight\/curved girder systems, trusses,and sign bridge structures.<\/li>\n<li><a href=\"http:\/\/www.wsdot.wa.gov\/eesc\/bridge\/Software.htm#PGSuper\">PGSuper<\/a>\u00a0&#8211; Precast-Prestressed Girder design and analysis software<\/li>\n<li><a href=\"http:\/\/www.wsdot.wa.gov\/eesc\/bridge\/software\/index.cfm?fuseaction=software_detail&amp;software_id=48\">QConBridge<\/a>\u00a0&#8211; Live load analysis for the AASHTO LRFD Bridge Design Specification HL93 live load model<\/li>\n<li><a href=\"http:\/\/www.risatech.com\/\">RISA-2D, RISA-3D, RISAFOOT, RISABASE<\/a>\u00a0&#8211; Analysis and Design Software<\/li>\n<li><a href=\"http:\/\/www.safi.com\/\">SAFI Quality Software, Inc.<\/a>\u00a0&#8211; Structural Engineering Software<\/li>\n<li><a href=\"http:\/\/www.lrfdsoftware.com\/\">SAM for Bridge Engineering<\/a>\u00a0&#8211; Structural Analysis and Design Software for Bridges<\/li>\n<li><a href=\"http:\/\/www.csiberkeley.com\/\">SAP90<\/a>\u00a0&#8211; General Purpose Analysis and Design<\/li>\n<li><a href=\"http:\/\/www.graspsystems.com\/secprop.htm\">SecProp<\/a>\u00a0&#8211; Computes section properties of regular or irregular sections<\/li>\n<li><a href=\"http:\/\/www.sigma-x.net\/\">Sigma-X Section<\/a>\u00a0&#8211; Bridge and Structural Engineering Software<\/li>\n<li><a href=\"http:\/\/www.mcalsoft.com\/\">Simple Beam\u00a0<\/a>&#8211; A framing member evaluation program for vertical and horizontal glazing components<\/li>\n<li><a href=\"http:\/\/www.bridge-structural.com\/\">Simplified Bridge Solutions Ltd.<\/a>\u00a0&#8211; Bridge Analysis &amp; Design Software<\/li>\n<li><a href=\"http:\/\/www.smartdraw.com\/\">SmartDraw<\/a>\u00a0&#8211; Engineering Drawing Software<\/li>\n<li><a href=\"http:\/\/www.sofistik.de\/\">SOFiSTiK<\/a>\u00a0&#8211; Non-Linear FEA &amp; Design for Prestressed and Post-Tesnioned Structures<\/li>\n<li><a href=\"http:\/\/www.solvia.com\/\">SOLVIA<\/a>\u00a0&#8211; Finite Element System<\/li>\n<li><a href=\"http:\/\/www.seismicperformance.com\/\">SPE-MC<\/a>\u00a0&#8211; Seismic Performance Engineering &#8211; Moment Curvature Program<\/li>\n<li><a href=\"http:\/\/www.reiworld.com\/\">STAAD.Pro<\/a>\u00a0&#8211; General Purpose Analysis and Design<\/li>\n<li><a href=\"http:\/\/www.bridgesoftinc.com\/\">STLBRIDGE<\/a>\u00a0&#8211; Continuous Steel Bridge Analysis and Design<\/li>\n<li><a href=\"http:\/\/www.strand7.com\/\">Strand7<\/a>\u00a0&#8211; Finite Element Analysis System<\/li>\n<li><a href=\"http:\/\/www.atirsoft.com\/\">STRAP<\/a>\u00a0&#8211; Software for the Structural, Civil, and Bridge Engineer<\/li>\n<li><a href=\"http:\/\/www.strucsoft.com\/\">Structural Software<\/a>\u00a0&#8211; Structural, Bridge, &amp; Civil Software<\/li>\n<li><a href=\"http:\/\/www.uts.com\/\">TK Solver<\/a>\u00a0&#8211; Math Modeling Software and Equation Solver for Engineering Applications<\/li>\n<li><a href=\"http:\/\/www.mcalsoft.com\/\">UBC Elements<\/a>\u00a0&#8211; A windload evaluation program for Elements and Components<\/li>\n<li><a href=\"http:\/\/www.viathor.com\/\">VBent<\/a>\u00a0&#8211; Graphical Interface Pier\/Bent Analysis Program<\/li>\n<li><a href=\"http:\/\/www.iesweb.com\/\">VisualAnalysis<\/a>\u00a0&#8211; Frame &amp; Finite Element Analysis Software<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>FREE STRUCTURAL SOFTWARE Software\u00a0 Rating Where to get FRAMEWORK 2D and 3D linear elastic frame analysis. Completely free, 32-bit windows software.\u00a0Get this one! ***** http:\/\/home.wanadoo.nl\/wolsink RING is a powerful 32 bit mechanism analysis program\u00a0for single\u00a0andmulti-span masonry arch bridges. A unique feature is its ability to analysemulti-ring brickwork arch bridges. Developed at the University of Sheffield,\u00a0UK. &hellip;<\/p>\n","protected":false},"author":2264,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"two_page_speed":[],"footnotes":""},"categories":[12],"tags":[307],"class_list":["post-92","post","type-post","status-publish","format-standard","hentry","category-civil-engineering-software","tag-structural-software"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.3 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>FREE STRUCTURAL SOFTWARE<\/title>\n<meta name=\"description\" content=\"FREE STRUCTURAL SOFTWARE Software Rating Where to get FRAMEWORK 2D and 3D linear elastic frame analysis. Completely free, 32-bit windows software.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/onlinecivilforum.com\/site\/free-structural-software\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"FREE STRUCTURAL SOFTWARE\" \/>\n<meta property=\"og:description\" content=\"FREE STRUCTURAL SOFTWARE Software Rating Where to get FRAMEWORK 2D and 3D linear elastic frame analysis. Completely free, 32-bit windows software.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/onlinecivilforum.com\/site\/free-structural-software\/\" \/>\n<meta property=\"og:site_name\" content=\"Online CivilForum\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/civilwork\" \/>\n<meta property=\"article:published_time\" content=\"2016-09-06T07:41:23+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2022-12-13T06:24:43+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/onlinecivilforum.com\/site\/wp-content\/uploads\/2019\/07\/bigstock-Civil-Engineers-At-Constructio-94665521-jpg.webp\" \/>\n\t<meta property=\"og:image:width\" content=\"900\" \/>\n\t<meta property=\"og:image:height\" content=\"552\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"author\" content=\"Admin\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:creator\" content=\"@thomasjbritto\" \/>\n<meta name=\"twitter:site\" content=\"@thomasjbritto\" \/>\n<meta name=\"twitter:label1\" content=\"Written by\" \/>\n\t<meta name=\"twitter:data1\" content=\"Admin\" \/>\n\t<meta name=\"twitter:label2\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data2\" content=\"30 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\\\/\\\/onlinecivilforum.com\\\/site\\\/free-structural-software\\\/#article\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/onlinecivilforum.com\\\/site\\\/free-structural-software\\\/\"},\"author\":{\"name\":\"Admin\",\"@id\":\"https:\\\/\\\/onlinecivilforum.com\\\/site\\\/#\\\/schema\\\/person\\\/ccbccea3895033bfa0aa3bc0683d83ef\"},\"headline\":\"FREE STRUCTURAL SOFTWARE\",\"datePublished\":\"2016-09-06T07:41:23+00:00\",\"dateModified\":\"2022-12-13T06:24:43+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\\\/\\\/onlinecivilforum.com\\\/site\\\/free-structural-software\\\/\"},\"wordCount\":6040,\"commentCount\":0,\"keywords\":[\"STRUCTURAL SOFTWARE\"],\"articleSection\":[\"Civil Engineering Software\"],\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"CommentAction\",\"name\":\"Comment\",\"target\":[\"https:\\\/\\\/onlinecivilforum.com\\\/site\\\/free-structural-software\\\/#respond\"]}]},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/onlinecivilforum.com\\\/site\\\/free-structural-software\\\/\",\"url\":\"https:\\\/\\\/onlinecivilforum.com\\\/site\\\/free-structural-software\\\/\",\"name\":\"FREE STRUCTURAL SOFTWARE\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/onlinecivilforum.com\\\/site\\\/#website\"},\"datePublished\":\"2016-09-06T07:41:23+00:00\",\"dateModified\":\"2022-12-13T06:24:43+00:00\",\"author\":{\"@id\":\"https:\\\/\\\/onlinecivilforum.com\\\/site\\\/#\\\/schema\\\/person\\\/ccbccea3895033bfa0aa3bc0683d83ef\"},\"description\":\"FREE STRUCTURAL SOFTWARE Software Rating Where to get FRAMEWORK 2D and 3D linear elastic frame analysis. 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