ফ্রি ডাউনলোড ফাউন্ডেশন ডিজাইন এক্সেল শীট

<div dir="ltr" style="text-align: left;" trbidi="on"> <div class="separator" style="clear: both; text-align: center;"> <img border="0" height="544" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjtCTz3Bfg35kQjSegwFIX7jUrGg-GkbYRbrnFtS23pLlIK9QfJxNvA7_pDHw3KnKWhoAoM-WFtIp8YhGSN1E5e-FX9HjIWX6E5XTnY6sxqk3YIqKXC13wV4bjSIAj54pI24tVSJZLCpHM/s640/Foundation.png" style="border-width: 0px;" width="640" /></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; 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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> </div>

ফ্রি ডাউনলোড ফাউন্ডেশন ডিজাইন এক্সেল শীট

0 November 29, 2014

Download as you need Foundation Design Group 1 Free Standing Wall Free Standing Masonry & Conctere Wall Design Based on TMS 402-11 & ACI 318-11 2 Eccentric Footing Eccentric Footing Design Based on ACI 318-11 3 Flagpole Flagpole Footing Design Based… Read more »

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Practical Astronomy for Engineers by Frederick Hanley Seares

<div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"> <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> <div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"> <strong>Publisher</strong>: Stephens 1909<br> <strong>ISBN/ASIN</strong>: B002NJE3WM<br> <strong>Number of pages</strong>: 160<br> </div>

Practical Astronomy for Engineers by Frederick Hanley Seares

0 November 17, 2014

Practical Astronomy for Engineers by Frederick Hanley Seares Publisher: Stephens 1909 ISBN/ASIN: B002NJE3WM Number of pages: 160 … Read more »

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Wood Handbook: Wood as an Engineering Material by Richard Bergman, et al.

<div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"> <img alt="Wood Handbook: Wood as an Engineering Material" src="http://www.e-booksdirectory.com/images/8960.jpg" style="border: 0px;"><strong style="line-height: 19.0399990081787px;">Wood Handbook: Wood as an Engineering Material</strong></div> <div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"> by Richard Bergman, et al.</div> <div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"> <strong>Publisher</strong>: Forest Products Laboratory 2010<br> <strong>Number of pages</strong>: 509<br> </div>

Wood Handbook: Wood as an Engineering Material by Richard Bergman, et al.

0 November 15, 2014

Wood Handbook: Wood as an Engineering Material by Richard Bergman, et al. Publisher: Forest Products Laboratory 2010 Number of pages: 509 … Read more »

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Structural Engineering, Analysis and Design by Victor E. Saouma

<div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"> <img alt="Structural Engineering, Analysis and Design" src="http://www.e-booksdirectory.com/images/9216.jpg" style="border: 0px;"></div> <div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"> <strong>Structural Engineering, Analysis and Design</strong><br> by Victor E. Saouma</div> <div style="color: #454545; font-family: Verdana, sans-serif; font-size: 11px; line-height: 19.0399990081787px; margin-bottom: 5px;"> <strong>Publisher</strong>: University of Colorado, Boulder 2004<br> <strong>Number of pages</strong>: 142<br> </div>

Structural Engineering, Analysis and Design by Victor E. Saouma

0 November 12, 2014

Structural Engineering, Analysis and Design by Victor E. Saouma Publisher: University of Colorado, Boulder 2004 Number of pages: 142 … Read more »

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TENSE শেখার জন্যে বাংলা বই pdf

<div dir="ltr" style="text-align: left;" trbidi="on"> <img alt="TENSE শেখার জন্যে বাংলা বই pdf" height="640" src="https://farm9.staticflickr.com/8715/16863713446_5abdf4574e_s.jpg" title="TENSE শেখার জন্যে বাংলা বই pdf" width="640" /><span style="font-family: "trebuchet ms" , sans-serif;">TENSE.. In English Grammar Tense is used to refer to time of an action or event. mANY STUDENTS WANTS TENSE IN BANGLA BOOK. BUT  they can not find actual book of learning tense in bangla, today i bring a "tense in bangla" for all of bangla students. below you can download very easily.</span><br /> <br /> <span style="font-family: "trebuchet ms" , sans-serif;"><br /></span> <br /> <br /> <br /> <img alt="TENSE IN BANGLA" border="0" src="http://i57.tinypic.com/1hxcl.gif" title="TENSE IN BANGLA" /><br /> <br /> <br /> <br /> <a href="https://userscloud.com/01yt7owpg210" target="_blank" title="TENSE BANGLA PDF BOOK">TENSE IN BANGLA</a> <br /> <br /> <br /> <a class="button small orange" href="https://www.bondua.com/">Please Don't Forget To leave Your Comments</a></div>

TENSE শেখার জন্যে বাংলা বই pdf

1 November 05, 2014

TENSE.. In English Grammar Tense is used to refer to time of an action or event. mANY STUDENTS WANTS TENSE IN BANGLA BOOK. BUT  they can not find actual book of learning tense in bangla, today i bring a "tense in bangla" for all of bangla students. … Read more »

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FUNNY VIDEO CLIP HERE

<div dir="ltr" style="text-align: left;" trbidi="on"> <img alt="Very-Funny-Animal-Faces-8" height="150" src="https://farm8.staticflickr.com/7620/16739012189_e128737960_q.jpg" width="150"><br> <div dir="ltr" style="text-align: left;" trbidi="on"> FUNNY CLIP YOU CAN DOWNLOAD NOW HERE. ONE OF THE MOST FUNNY CLIP THAT IS VERY GOOD TO SEE ALREADY. YOU CAN DOWNLOAD AND SEE.....<br> </div></div>

FUNNY VIDEO CLIP HERE

2 November 04, 2014

FUNNY CLIP YOU CAN DOWNLOAD NOW HERE. ONE OF THE MOST FUNNY CLIP THAT IS VERY GOOD TO SEE ALREADY. YOU CAN DOWNLOAD AND SEE..... … Read more »

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