Engineer Cafe

<div class="separator" style="clear: both; text-align: center;"><a href="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiuqaPxAQk0cGg44ruDX5lsQ17ZUbBiWWwFdaJfYZHU04VDenz_0dG_y6Hyov-0FgpPHZe6wV3d1nhBbRIKpa6xVUl8oqC_qpvKpmmEZha52iIYwCKazL4jKUgFHxLkDb9o9GO93FbiHoA/s1600/Foundation.png" imageanchor="1" style="clear: left; color: #0a12fa; float: left; margin-bottom: 1em; margin-right: 1em; text-decoration: none;"><img border="0" height="170" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiuqaPxAQk0cGg44ruDX5lsQ17ZUbBiWWwFdaJfYZHU04VDenz_0dG_y6Hyov-0FgpPHZe6wV3d1nhBbRIKpa6xVUl8oqC_qpvKpmmEZha52iIYwCKazL4jKUgFHxLkDb9o9GO93FbiHoA/s1600/Foundation.png" style="border-width: 0px;" width="200" /></a></div><div class="separator" style="clear: both; text-align: center;"><br /></div><div class="separator" style="clear: both; text-align: center;"></div><table border="0" cellpadding="0" cellspacing="0" class="MsoNormalTable" style="background-color: white; color: #666666; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 13px; line-height: 18.2000007629395px;"><tbody><tr><td style="padding: 0in; width: 188.25pt;" valign="top" width="251"><div class="MsoNormal"><b><span style="font-family: 'Times New Roman', serif; font-size: 13.5pt;">Download as you need Foundation Design Group<o:p></o:p></span></b></div></td><td style="padding: 0in; width: 457.5pt;" width="610"></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">1<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/FreeStandingWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Free Standing Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Free Standing Masonry & Conctere Wall Design Based on TMS 402-11 & ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">2<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/EccentricFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Eccentric Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Eccentric Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">3<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/Flagpole.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Flagpole</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Flagpole Footing Design Based on 2012 IBC Chapter 18<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">4<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/MasonryRetainingWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Masonry Retaining Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Masonry Retaining / Fence Wall Design Based on TMS 402-11 & ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">5<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/ConcreteRetainingWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Concrete Retaining Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Concrete Retaining Wall Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">6<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/Masonry-Concrete-RetainingWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Masonry-Concrete Retaining Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Retaining Wall Design, for Masonry Top & Concrete Bottom, Based on TMS 402-11 & ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">7<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/ConcretePier.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Concrete Pier</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Concrete Pier (Isolated Deep Foundation) Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">8<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/ConcretePile.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Concrete Pile</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Drilled Cast-in-place Pile Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">9<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/PileCaps.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Pile Caps</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Pile Cap Design for 4, 3, 2-Piles Pattern Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">10<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/PileCapBalancedLoads.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Pile Cap Balanced Loads</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Determination of Pile Cap Balanced Loads and Reactions<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">11<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/ConventionalSlabOnGrade.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Conventional Slab on Grade</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Design of Conventional Slabs on Expansive & Compressible Soil Grade Based on ACI 360<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">12<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/PT-SlabOnGround.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">PT-Slab on Ground</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Design of PT Slabs on Expansive & Compressible Soil Based on PTI 3rd Edition<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">13<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/BasementConcreteWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Basement Concrete Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Basement Concrete Wall Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">14<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/BasementMasonryWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Basement Masonry Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Basement Masonry Wall Design Based on TMS 402-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">15<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/BasementColumn.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Basement Column</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Basement Column Supporting Lateral Resisting Frame Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">16<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/MRF-GradeBeam.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">MRF-Grade Beam</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Grade Beam Design for Moment Resisting Frame Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">17<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/BraceGradeBeam.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Brace Grade Beam</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Grade Beam Design for Brace Frame Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">18<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/GradeBeam.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Grade Beam</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Two Pads with Grade Beam Design Based on ACI 318-11 & AISC 360-10<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">19<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/CircularFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Circular Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Circular Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">20<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/CombinedFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Combined Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Combined Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">21<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/BoundarySpringGenerator.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Boundary Spring Generator</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Mat Boundary Spring Generator<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">22<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/DeepFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Deep Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Deep Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">23<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/FootingAtPiping.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Footing at Piping</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Design of Footing at Piping Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">24<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/IrregularFootingSoilPressure.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Irregular Footing Soil Pressure</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Soil Pressure Determination for Irregular Footing<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">25<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/PAD.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">PAD Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Pad Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">26<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/PlainConcreteFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Plain Concrete Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Plain Concrete Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">27<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/RestrainedRetainingWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Restrained Retaining Wall</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Restrained Retaining Masonry & Concrete Wall Design Based on TMS 402 & ACI 318<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">28<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/RetainingWall-DSA-OSHPD.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Retaining Wall for DSA /OSHPD</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Retaining Wall Design Based on 2013 CBC Chapter A<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">29<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/TankFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Tank Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Tank Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">30<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/TemporaryFootingforRectangularTank.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Temporary Footing for Rectangular Tank</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Temporary Tank Footing Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">31<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/UnderGroundWell.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Under Ground Well</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Under Ground Well Design Based on ACI 350-06 & ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">32<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/StudBearingWallFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Stud Bearing Wall Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Footing Design for Stud Bearing Wall Based on 2012 IBC / ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">33<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/WallFooting.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Wall Footing</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Footing Design of Shear Wall Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">34<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/FixedMomentCondition.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Fixed Moment Condition</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Fixed Moment Condition Design Based on ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">35<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/FloodWay.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Flood Way</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Concrete Floodway Design Based on ACI 350-06 & ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">36<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/LateralEarthPressure.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Lateral Earth Pressure</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Lateral Earth Pressure of Rigid Wall Based on AASHTO 17th & 2012 IBC<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">37<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/Shoring.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Shoring</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Sheet Pile Wall Design Based on 2012 IBC / 2013 CBC / ACI 318-11<o:p></o:p></span></div></td></tr><tr><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">38<o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;"><a href="http://www.engineering-international.com/CompositeElementDurability.xls" style="color: #4d469c; text-decoration: none;" target="_blank"><span style="color: blue;">Composite Element Durability</span></a><o:p></o:p></span></div></td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><span style="font-family: 'Times New Roman', serif;">Composite Element Design Based on AISC 360-10 & ACI 318-11</span></div></td></tr></tbody></table>

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