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<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>
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<span style="font-family: "times new roman" , serif;">1<o:p></o:p></span></div>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">2<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Eccentric Footing Design Based on ACI 318-11<o:p></o:p></span></div>
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<span style="font-family: "times new roman" , serif;">3<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Flagpole Footing Design Based on 2012 IBC Chapter 18<o:p></o:p></span></div>
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<span style="font-family: "times new roman" , serif;">4<o:p></o:p></span></div>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">5<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Concrete Retaining Wall Design Based on ACI 318-11<o:p></o:p></span></div>
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<span style="font-family: "times new roman" , serif;">6<o:p></o:p></span></div>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">7<o:p></o:p></span></div>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">8<o:p></o:p></span></div>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">9<o:p></o:p></span></div>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">10<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Determination of Pile Cap Balanced Loads and Reactions<o:p></o:p></span></div>
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<span style="font-family: "times new roman" , serif;">11<o:p></o:p></span></div>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">12<o:p></o:p></span></div>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">13<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Basement Concrete Wall Design Based on ACI 318-11<o:p></o:p></span></div>
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<span style="font-family: "times new roman" , serif;">14<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Basement Masonry Wall Design Based on TMS 402-11<o:p></o:p></span></div>
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<span style="font-family: "times new roman" , serif;">15<o:p></o:p></span></div>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">16<o:p></o:p></span></div>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">17<o:p></o:p></span></div>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">18<o:p></o:p></span></div>
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<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>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">Circular Footing Design Based on ACI 318-11<o:p></o:p></span></div>
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<span style="font-family: "times new roman" , serif;">20<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Combined Footing Design Based on ACI 318-11<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Mat Boundary Spring Generator<o:p></o:p></span></div>
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<span style="font-family: "times new roman" , serif;">22<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Deep Footing Design Based on ACI 318-11<o:p></o:p></span></div>
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<span style="font-family: "times new roman" , serif;">23<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Design of Footing at Piping Based on ACI 318-11<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Soil Pressure Determination for Irregular Footing<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Pad Footing Design Based on ACI 318-11<o:p></o:p></span></div>
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<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>
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<span style="font-family: "times new roman" , serif;">Plain Concrete Footing Design Based on ACI 318-11<o:p></o:p></span></div>
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<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>
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<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>
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<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>
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<span style="font-family: "times new roman" , serif;">Retaining Wall Design Based on 2013 CBC Chapter A<o:p></o:p></span></div>
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<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;">
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</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;">
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</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;">
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</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>
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<span style="font-family: "times new roman" , serif;">Footing Design of Shear Wall Based on ACI 318-11<o:p></o:p></span></div>
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<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;">
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</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>
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</td><td style="padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;">
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</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>
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</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>
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<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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Download as you need Foundation Design Group 1 Free Standing Wall Free Standing Masonry & Conctere Wall Design Based on ...

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<a href="http://www.amazon.com/gp/product/B002NJE3WM?ie=UTF8&tag=ebookdire-20&link_code=as3&camp=211189&creative=373489&creativeASIN=B002NJE3WM" style="background-attachment: inherit; background-clip: inherit; background-image: inherit; background-origin: inherit; background-position: inherit; background-repeat: inherit; background-size: inherit; color: #2f637a;"><img alt="Practical Astronomy for Engineers" height="200" src="http://ecx.images-amazon.com/images/I/31OJbNs%2BsQL.jpg" style="border: 0px;" width="149"></a><strong style="line-height: 19.0399990081787px;">Practical Astronomy for Engineers</strong></div>
<div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;">
by Frederick Hanley Seares</div>
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<strong>Publisher</strong>: Stephens 1909<br>
<strong>ISBN/ASIN</strong>: B002NJE3WM<br>
<strong>Number of pages</strong>: 160<br>
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