Steel Structures Design Excel Sheets FREE

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Steel Structures Design Excel Sheets
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Angle Steel Member Capacity Based on AISC 360-10</span></div>
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<a href="http://adf.ly/w4mDe" target="_blank">AngleCapacity.xls - 612 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Base Plate Design Based on AISC Manual 14th Edition (AISC 360-10)</span></div>
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<a href="http://adf.ly/w4mDf" target="_blank">BasePlate.xls - 608 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Beam Connection Design Based on AISC 360-10</span></div>
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<a href="http://adf.ly/w4mDg" target="_blank">BeamConnection.xls - 881 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Steel Gravity Beam Design Based on AISC Manual 14th Edition (AISC 360-10)</span></div>
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<a href="http://adf.ly/w4mDh" target="_blank">BeamGravity.xls - 1.8 MB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Beam Bolted Splice Design Based on AISC Manual 14th Edition (AISC 360-10)</span></div>
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<a href="http://adf.ly/w4mDi" target="_blank">BeamBoltedSplice.xls - 768 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">WF Simply Supported Beam Design with Torsional Loading Based on AISC 360-10</span></div>
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<a href="http://adf.ly/w4mDj" target="_blank">WFBeamWithTorsion.xls - 1.1 MB</a></div>
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<tr><td>Bolted Non-Seismic Moment Connection Based on AISC 341-10, 358-10, 360-10 &amp; FEMA-350</td></tr>
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<a href="http://adf.ly/w4mDk" target="_blank">BoltedMomentConnection.xls - 1.3 MB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Typical Bracing Connection Capacity Based on AISC 360-10</span></div>
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<a href="http://adf.ly/w4mDl" target="_blank">BraceConnection.xls - 1.7 MB</a></div>
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<tr><td>Buckling-Restrained Braced Frames Based on AISC 360-10 &amp; AISC 341-10</td></tr>
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<a href="http://adf.ly/w4mDm" target="_blank">BRBF.xls - 774 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Bolted Seismic Moment Connection Based on AISC 341-10, 358-10, 360-10 &amp; FEMA-350</span></div>
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<a href="http://adf.ly/w4mDn" target="_blank">BSEP-SMF.xls - 1.3 MB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Cantilever Column &amp; Footing Design Based on AISC 360-10, ACI 318-11, and IBC 1807.3</span></div>
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<a href="http://adf.ly/w4mDo" target="_blank">CantileverColumn.xls - 952 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Web-Tapered Cantilever Frame Design Based on AISC-ASD 9th, Appendix F</span></div>
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<a href="http://adf.ly/w4mDp" target="_blank">CantileverFrame.xls - 379 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Cellular Beam Design Based on AISC 360-10</span></div>
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<a href="http://adf.ly/w4mDq" target="_blank">CellularBeam.xls - 1.2 MB</a></div>
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<tr><td>Channel Steel Member Capacity Based on AISC 360-10</td></tr>
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<a href="http://adf.ly/w4mDr" target="_blank">ChannelCapacity.xls - 602 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">onnection Design for Column above Beam, Based on AISC Manual &amp; AISC 360-10</span></div>
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<a href="http://adf.ly/w4mDs" target="_blank">ColumnAboveBeam.xls - 492 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Composite Collector Beam with Seismic Loads Based on 2013 CBC / 2012 IBC</span></div>
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<a href="http://adf.ly/w4mDt" target="_blank">CompositeCollectorBeam.xls - 978 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Composite Beam Design Based on AISC Manual 9th</span></div>
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<a href="http://adf.ly/w4mDu" target="_blank">CompositeFloorBeam.xls - 789 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Composite Beam Design Based on AISC 360-10 / 2012 IBC / 2013 CBC</span></div>
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<a href="http://adf.ly/w4mDw" target="_blank">CompositeFloorBeamWithCantilever.xls - 956 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Composite Girder Design Based on AISC 360-10 / 2012 IBC / 2013 CBC</span></div>
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<a href="http://adf.ly/w4mDx" target="_blank">CompositeFloorGirder.xls - 574 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Seismic Bi-axial Moment Frame Design Based on AISC 358-10 &amp; ACI 318-11</span></div>
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<a href="http://adf.ly/w4mDy" target="_blank">ConXL.xls - 1.4 MB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Double Angle Capacity Based on AISC 360-10</span></div>
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<a href="http://adf.ly/w4mDz" target="_blank">DoubleAngleCapacity.xls - 737 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Drag Connection Based on AISC 360-10 &amp; AISC 341-10</span></div>
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<a href="http://adf.ly/w4mIi" target="_blank">DragConnection.xls - 683 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Drag / Collector Forces for Brace Frame</span></div>
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<a href="http://adf.ly/w4mIj" target="_blank">DragForcesforBraceFrame.xls - 55 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Seismic Design for Eccentrically Braced Frames Based on 2013 CBC &amp; AISC 341-10</span></div>
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<a href="http://adf.ly/w4mIk" target="_blank">EBF-CBC.xls - 940 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Seismic Design for Eccentrically Braced Frames Based on 2012 IBC &amp; AISC 341-10</span></div>
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<a href="http://adf.ly/w4mIl" target="_blank">EBF-IBC.xls - 908 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Enhanced Composite Beam Design Based on AISC 360-10 / 2012 IBC / 2013 CBC</span></div>
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<a href="http://adf.ly/w4mIm" target="_blank">EnhancedCompositeBeam.xls - 697 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Enhanced Steel Beam Design Based on AISC 14th (AISC 360-10)</span></div>
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<a href="http://adf.ly/w4mIn" target="_blank">EnhancedSteelBeam.xls - 637 KB</a></div>
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<tr><td>Exterior Metal Stud Wall Design Based on AISI S100-07/SI-10 &amp; ER-4943P</td></tr>
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<a href="http://adf.ly/w4mIo" target="_blank">ExteriorMetalStudWall.xls - 824 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Filled Composite Column Design Based on AISC 360-10 &amp; ACI 318-11</span></div>
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<a href="http://adf.ly/w4mIp" target="_blank">FilledCompositeColumn.xls - 2.1 MB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Fixed Bolted Joint, with Beam Sitting on Top of Column, Based on AISC 358-10 8ES/4ES &amp; FEMA-350</span></div>
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<a href="http://adf.ly/w4mIq" target="_blank">FixedBoltedJoint.xls - 1.0 MB</a></div>
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<tr><td>Depressed Floor Deck Capacity (Non-Composite)</td></tr>
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<a href="http://adf.ly/w4mIr" target="_blank">FloorDeck.xls - 140 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Gusset Plate Dimensions Generator</span></div>
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<a href="http://adf.ly/w4mIs" target="_blank">GussetGeometry.xls - 998 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">HSS (Tube, Pipe) Member Design with Torsional Loading Based on AISC 360-10</span></div>
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<a href="http://adf.ly/w4mIt" target="_blank">HSS-Torsion.xls - 615 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Tube, Pipe, or WF Member Capacity Based on AISC 360-10</span></div>
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<a href="http://adf.ly/w4mIu" target="_blank">HSS-WF-Capacity.xls - 1.1 MB</a></div>
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<table align="center" cellpadding="0" cellspacing="0" style="background-color: white; color: black; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px;"><tbody>
<tr><td>Metal Z-Purlins Design Based on AISI S100-07/SI-10</td></tr>
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<a href="http://adf.ly/w4mIv" target="_blank">Metal-Z-Purlins.xls - 286 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Metal Shear Wall Design Based on AISI S100-07/SI-10, ER-5762 &amp; ER-4943P</span></div>
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<a href="http://adf.ly/w4mIw" target="_blank">MetalShearWall.xls - 360 KB</a></div>
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<tr><td>Metal Shear Wall with an Opening Based on AISI S100-07/SI-10, ER-5762 &amp; ER-4943P</td></tr>
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<a href="http://adf.ly/w4mIy" target="_blank">MetalShearWallOpening.xls - 608 KB</a></div>
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<tr><td>Metal Member Design Based on AISI S100-07/SI-10 (2012 IBC) &amp; ICBO ER-4943P</td></tr>
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<a href="http://adf.ly/w4mIz" target="_blank">MetalStuds.xls - 784 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Design for Fully Restrained Moment Connection across Girder Based on AISC 360-10</span></div>
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<a href="http://adf.ly/w4mJ0" target="_blank">MomentAcrossGirder.xls - 502 KB</a></div>
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<tr><td>Moment Connection Design for Beam to Weak Axis Column Based on AISC 360-10</td></tr>
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<a href="http://adf.ly/w4mJ1" target="_blank">MomentToColumnWeb.xls - 504 KB</a></div>
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<tr><td>Ordinary Concentrically Braced Frames Based on 2013 CBC &amp; AISC 341-10</td></tr>
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<a href="http://adf.ly/w4mJ2" target="_blank">OCBF-CBC.xls - 480 KB</a></div>
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<table align="center" cellpadding="0" cellspacing="0" style="background-color: white; color: black; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px;"><tbody>
<tr><td>Ordinary Concentrically Braced Frames Based on 2012 IBC &amp; AISC 341-10</td></tr>
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<a href="http://adf.ly/w4mJ3" target="_blank">OCBF-IBC.xls - 485 KB</a></div>
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<table align="center" cellpadding="0" cellspacing="0" style="background-color: white; color: black; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px;"><tbody>
<tr><td>Intermediate/Ordinary Moment Resisting Frames Based on 2013 CBC</td></tr>
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<a href="http://adf.ly/w4mJ4" target="_blank">OMRF-CBC.xls - 594 KB</a></div>
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<span style="background-color: white; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px; line-height: 19.6000003814697px; text-align: start;">Intermediate/Ordinary Moment Resisting Frames Based on 2012 IBC</span></div>
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<a href="http://adf.ly/w4mJ5" target="_blank">OMRF-IBC.xls - 591 KB</a></div>
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<table align="center" cellpadding="0" cellspacing="0" style="background-color: white; color: black; font-family: Arial, Tahoma, Helvetica, FreeSans, sans-serif; font-size: 14px;"><tbody>
<tr><td>Plate Girder Design Based on AISC Manual 14th Edition (AISC 360-10)</td></tr>
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<a href="http://adf.ly/w4mJ7" target="_blank">PlateGirder.xls - 871 KB</a></div>
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