Structural Design Excel Sheets SOFTWARE with guide

<div class="separator" style="clear: left; float: left; font-size: 14px; margin-bottom: 1em; margin-right: 1em; text-align: center;"><img border="0" height="183" src="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgN2ZUMH_yUX6s3_0yqKVWtcX8zpwkU-ZfGyAf1gpKCm9M5uyv7hYgueQSklm2xNUglNkPv6F3UK-0rfn2-Hjm6yUbcRID-xwqz79tm8Ytk1zKI_R4NVhIzfxGTxAOuwiYoUVAB50S7X2s/s1600/concrete+design.png" width="200" /></div><div class="separator" style="clear: both; font-size: 14px; text-align: center;"><br /></div><div class="separator" style="clear: both; font-size: 14px; text-align: justify;"><br /></div><div align="center"><table border="0" cellpadding="0" cellspacing="0" class="MsoNormalTable" style="border-collapse: collapse; border-spacing: 0px; border: 1px solid rgb(153, 153, 153); color: #444444; font-size: 14px; margin: 10px 0px; width: 813px;"><tbody><tr><td style="border: 1px solid rgb(153, 153, 153); padding: 0in;"><div class="MsoNormal" style="margin-bottom: 0.0001pt;"><table cellpadding="0" cellspacing="0" style="background-color: white; color: black; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; text-align: justify;"><tbody><tr><td>Choose your  requirement and download. </td></tr><tr><td>1</td><td><a href="http://www.engineering-international.com/TwoWaySlab.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Two Way Slab</a></td><td>Two-Way Slab Design Based on ACI 318-11 using Finite Element Method</td></tr><tr><td>2</td><td><a href="http://www.engineering-international.com/VoidedBiaxialSlabs.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Voided Biaxial Slab</a></td><td>Voided Two-Way Slab Design Based on ACI 318-11</td></tr><tr><td>3</td><td><a href="http://www.engineering-international.com/AnchorageToConcrete.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Anchorage to Concrete</a></td><td>Base Plate and Group Anchors Design Based on ACI 318-11 & AISC 360-10</td></tr><tr><td>4</td><td><a href="http://www.engineering-international.com/AnchorageToPedestal.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Anchorage to Pedestal</a></td><td>Anchorage to Pedestal Design Based on ACI 318-11 & AISC 360-10</td></tr><tr><td>5</td><td><a href="http://www.engineering-international.com/CircularColumn.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Circular Column</a></td><td>Circular Column Design Based on ACI 318-11</td></tr><tr><td>6</td><td><a href="http://www.engineering-international.com/ConcreteColumn.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Concrete Column</a></td><td>Concrete Column Design Based on ACI 318-11</td></tr><tr><td>7</td><td><a href="http://www.engineering-international.com/SuperCompositeColumn.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Super Composite Column</a></td><td>Super Composite Column Design Based on AISC 360-10 & ACI 318-11</td></tr><tr><td>8</td><td><a href="http://www.engineering-international.com/SpecialShearWall-CBC.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Special Shear Wall - CBC</a></td><td>Special Concrete Shear Wall Design Based on ACI 318-11 & 2013 CBC Chapter A</td></tr><tr><td>9</td><td><a href="http://www.engineering-international.com/OrdinaryShearWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Ordinary Shear Wall</a></td><td>Ordinary Concrete Shear Wall Design Based on ACI 318-11</td></tr><tr><td>10</td><td><a href="http://www.engineering-international.com/ConcretePool.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Concrete Pool</a></td><td>Concrete Pool Design Based on ACI 318-11</td></tr><tr><td>11</td><td><a href="http://www.engineering-international.com/Corbel.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Corbel</a></td><td>Corbel Design Based on 2012 IBC / ACI 318-11</td></tr><tr><td>12</td><td><a href="http://www.engineering-international.com/CouplingBeam.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Coupling Beam</a></td><td>Coupling Beam Design Based on ACI 318-11</td></tr><tr><td>13</td><td><a href="http://www.engineering-international.com/DeepBeam.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Deep Beam</a></td><td>Deep Beam Design Based on ACI 318-11</td></tr><tr><td>14</td><td><a href="http://www.engineering-international.com/DevelopmentSpliceConcrete.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Concrete Development & Splice</a></td><td>Development & Splice of Reinforcement Based on ACI 318-11</td></tr><tr><td>15</td><td><a href="http://www.engineering-international.com/EquipmentMounting.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Equipment Mounting</a></td><td>Design for Equipment Anchorage Based on ASCE 7-10 Supplement 1 & 2013 CBC Chapter A</td></tr><tr><td>16</td><td><a href="http://www.engineering-international.com/ExistingShearWall.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Existing Shear Wall</a></td><td>Verify Existing Concrete Shear Wall Based on ASCE 41-06 / 2013 CBC / 2012 IBC</td></tr><tr><td>17</td><td><a href="http://www.engineering-international.com/Friction.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Friction</a></td><td>Shear Friction Reinforcing Design Based on ACI 318-11</td></tr><tr><td>18</td><td><a href="http://www.engineering-international.com/PipeConcreteColumn.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Pipe Concrete Column</a></td><td>Pipe Concrete Column Design Based on ACI 318-11</td></tr><tr><td>19</td><td><a href="http://www.engineering-international.com/PT-ConcreteFloor.xls" style="color: #4d469c; text-decoration: none;" target="_blank">PT-Concrete Floor</a></td><td>Design of Post-Tensioned Concrete Floor Based on ACI 318-11</td></tr><tr><td>20</td><td><a href="http://www.engineering-international.com/Punching.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Punching</a></td><td>Slab Punching Design Based on ACI 318-11</td></tr><tr><td>21</td><td><a href="http://www.engineering-international.com/Slab.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Concrete Slab</a></td><td>Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-11</td></tr><tr><td>22</td><td><a href="http://www.engineering-international.com/VoidedSectionCapacity.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Voided Section Capacity</a></td><td>Voided Section Design Based on ACI 318-11</td></tr><tr><td>23</td><td><a href="http://www.engineering-international.com/DiaphragmShear.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Concrete Diaphragm</a></td><td>Concrete Diaphragm in-plane Shear Design Based on ACI 318-11</td></tr><tr><td>24</td><td><a href="http://www.engineering-international.com/SMRF-ACI.xls" style="color: #4d469c; text-decoration: none;" target="_blank">SMRF - ACI</a></td><td>Seismic Design for Special Moment Resisting Frame Based on ACI 318-11</td></tr><tr><td>25</td><td><a href="http://www.engineering-international.com/SpecialShearWall-IBC.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Special Shear Wall - IBC</a></td><td>Special Reinforced Concrete Shear Wall Design Based on ACI 318-11 & 2012 IBC</td></tr><tr><td>26</td><td><a href="http://www.engineering-international.com/SuspendedAnchorage.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Suspended Anchorage</a></td><td>Suspended Anchorage to Concrete Based on 2012 IBC & 2013 CBC</td></tr><tr><td>27</td><td><a href="http://www.engineering-international.com/TiltupPanel.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Tiltup Panel</a></td><td>Tilt-up Panel Design based on ACI 318-11</td></tr><tr><td>28</td><td><a href="http://www.engineering-international.com/WallPier.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Wall Pier</a></td><td>Wall Pier Design Based on 2013 CBC & 2012 IBC</td></tr><tr><td>29</td><td><a href="http://www.engineering-international.com/BeamPenetration.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Beam Penetration</a></td><td>Design for Concrete Beam with Penetration Based on ACI 318-11</td></tr><tr><td>30</td><td><a href="http://www.engineering-international.com/ColumnSupportingDiscontinuous.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Column Supporting Discontinuous</a></td><td>Column Supporting Discontinuous System Based on ACI 318-11</td></tr><tr><td>31</td><td><a href="http://www.engineering-international.com/PlateShellElement.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Plate Shell Element</a></td><td>Plate/Shell Element Design Based on ACI 318-11</td></tr><tr><td>32</td><td><a href="http://www.engineering-international.com/TransferDiaphragm-Concrete.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Transfer Diaphragm - Concrete</a></td><td>Concrete Diaphragm Design for a Discontinuity of Type 4 out-of-plane offset irregularity</td></tr><tr><td>33</td><td><a href="http://www.engineering-international.com/Silo-Chimney-Tower.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Silo/Chimney/Tower Design</a></td><td>Concrete Silo / Chimney / Tower Design Based on ASCE 7-10, ACI 318-11 & ACI 313-97</td></tr><tr><td>34<br /><br /></td><td><a href="http://www.engineering-international.com/ConcreteBeam.xls" style="color: #4d469c; text-decoration: none;" target="_blank">Concrete Beam</a><br /><br /><br /></td><td>Concrete Beam Design, for New or Existing, Based on ACI 318-11<br /><br /></td></tr></tbody></table></div></td><td style="border: 1px solid rgb(153, 153, 153); padding: 0in;"><br /></td><td style="border: 1px solid rgb(153, 153, 153); padding: 0in;"><br /></td></tr></tbody></table></div>

Structural Design Excel Sheets SOFTWARE with guide

Choose your  requirement and download.  1 Two Way Slab Two-Way Slab Design Based on ACI 318-11 using Finite Element Method 2 Voided Biaxial ...

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