| Wood | Masonry | Concrete | Steel | Aluminum | Lateral | Bridge | Foundation | Technical Support |
This web site provides structural design spreadsheets, which created using Microsoft Excel. Each spreadsheet contains formulas, reference code sections, and graphic drawings. The Example is intended for re-use and is loaded with floating comments as well as ActiveX pull-down menus for variable choices. All intermediate calculations are intended for submittal with the calculations to explain the results of the input. It is free to download, by click software name, for limited version. For professional version, a Package of all 194 listed software, the normal price is $1552 ($8 per software). Each Group is $868.
A Discount Package ($1140) per new 2009 IBC & AASHTO-17th, including all 194 listed software
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Foundation Design Group |
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| 1 | Free Standing Wall | Free Standing Masonry & Conctere Wall Design Based on TMS 402-08 & ACI 318-08 |
| 2 | Eccentric Footing | Eccentric Footing Design Based on ACI 318-08 |
| 3 | Flagpole | Flagpole Footing Design Based on Chapter 18 of IBC & CBC |
| 4 | Masonry Retaining Wall | Masonry Retaining / Fence Wall Design Based on TMS 402-08 & ACI 318-08 |
| 5 | Concrete Retaining Wall | Concrete Retaining Wall Design Based on ACI 318-08 |
| 6 | Masonry-Concrete Retaining Wall | Retaining Wall Design, for Masonry Top & Concrete Bottom, Based on TMS 402-08 & ACI 318-08 |
| 7 | Concrete Pier | Concrete Pier (Isolated Deep Foundation) Design Based on ACI 318-08 |
| 8 | Concrete Pile | Drilled Cast-in-place Pile Design Based on ACI 318-08 |
| 9 | Pile Caps | Pile Cap Design for 4, 3, 2-Piles Pattern Based on ACI 318-08 |
| 10 | Pile Cap Balanced Loads | Determination of Pile Cap Balanced Loads and Reactions |
| 11 | Conventional Slab on Grade | Design of Conventional Slabs on Expansive & Compressible Soil Grade Based on ACI 360 |
| 12 | PT-Slab on Ground | Design of PT Slabs on Expansive & Compressible Soil Based on PTI 3rd Edition |
| 13 | Basement Concrete Wall | Basement Concrete Wall Design Based on ACI 318-08 |
| 14 | Basement Masonry Wall | Basement Masonry Wall Design Based on TMS 402-08 |
| 15 | Basement Column | Basement Column Supporting Lateral Resisting Frame Based on ACI 318-08 |
| 16 | MRF-Grade Beam | Grade Beam Design for Moment Resisting Frame Based on ACI 318-05 |
| 17 | Brace Grade Beam | Grade Beam Design for Brace Frame Based on ACI 318-08 |
| 18 | Grade Beam | Two Pads with Grade Beam Design Based on ACI 318-08 & AISC 360-05 |
| 19 | Circular Footing | Circular Footing Design Based on ACI 318-08 |
| 20 | Combined Footing | Combined Footing Design Based on ACI 318-08 |
| 21 | Boundary Spring Generator | Mat Boundary Spring Generator |
| 22 | Deep Footing | Deep Footing Design Based on ACI 318-08 |
| 23 | Footing at Piping | Design of Footing at Piping Based on ACI 318-08 |
| 24 | Irregular Footing Soil Pressure | Soil Pressure Determination for Irregular Footing |
| 25 | PAD Footing | Pad Footing Design Based on ACI 318-08 |
| 26 | Plain Concrete Footing | Plain Concrete Footing Design Based on ACI 318-08 |
| 27 | Restrained Retaining Wall | Restrained Retaining Masonry & Concrete Wall Design Based on TMS 402 & ACI 318 |
| 28 | Retaining Wall for DSA /OSHPD | Retaining Wall Design Based on CBC 07 Chapter A |
| 29 | Tank Footing | Tank Footing Design Based on ACI 318-08 |
| 30 | Temporary Footing for Rectangular Tank | Temporary Tank Footing Design Based on ACI 318-08 |
| 31 | Under Ground Well | Under Ground Well Design Based on ACI 350-06 & ACI 318-08 |
| 32 | Stud Bearing Wall Footing | Footing Design for Stud Bearing Wall Based on IBC 09 / ACI 318-08 |
| 33 | Wall Footing | Footing Design of Shear Wall Based on ACI 318-08 |
| 34 | Fixed Moment Condition | Fixed Moment Condition Design Based on ACI 318-08 |
| 35 | Flood Way | Concrete Floodway Design Based on ACI 350-06 & ACI 318-08 |
Lateral Analysis Group |
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| 1 | Seismic - IBC09 | Seismic Analysis Based on IBC 09 / CBC 10 |
| 2 | Seismic - Single Family Dwellings | Seismic Analysis for Family Dwellings Based on IBC 09 / CBC 10 |
| 3 | Wind - ASCE7-05 | Wind Analysis Based on ASCE 7-05, Including Roof Solar Panel Loads |
| 4 | Wind - IR16-7 | Wind Analysis for Enclosed Building, Based on DSA IR 16-7 (SEAOC) |
| 5 | Rigid Diaphragm | Rotation Analysis of Rigid Diaphragm Based on IBC 09 / CBC 10 |
| 6 | Flexible Diaphragm | Flexible Diaphragm Analysis |
| 7 | Two Story Moment Frame | Two Story Moment Frame Analysis using Finite Element Method |
| 8 | X - Braced Frame | X-Braced Frame Analysis using Finite Element Method |
| 9 | Open Structure Wind | Wind Analysis for Open Structure (Solar Panels) Based on ASCE 7-05 |
| 10 | Roof Screen Wind | Wind Load on Roof Screen Based on IBC 09 / ASCE 7-05 |
| 11 | Axial Roof Deck | Axial Capacity of 1 1/2" Type "B" Roof Deck Based on ICBO ER-2078P |
| 12 | Deformation Compatibility | Column Deformation Compatibility Design using Finite Element Method |
| 13 | Discontinuous Shear Wall | Discontinuous Shear Wall Analysis Using Finite Element Method |
| 14 | Flexible Diaphragm Opening | Flexible Diaphragm with an Opening Analysis |
| 15 | Hand Rail | Handrail Design Based on AISC 360-05 & ACI 318-08 |
| 16 | Interior Wall Lateral Force | Interior Wall Lateral Forces Based on IBC 09 / CBC 10 |
| 17 | Lateral Frame Formulas | Lateral Frame Formulas |
| 18 | Live Load | Live Load Reduction Based on IBC 09 / CBC 10 |
| 19 | Seismic - IBC2006 | Seismic Analysis Based on IBC 2009 |
| 20 | Shade Structure Wind | Wind Analysis for Shade Open Structure Based on ASCE 7-05 / IBC 09 |
| 21 | Shear Wall Forces | Shear Wall Analysis for Shear Wall with Opening Using Finite Element Method |
| 22 | Shear Wall - New Opening | Relative Rigidity Determination for Shear Wall with New Opening |
| 23 | Shear Wall Rigidity | Rigidity for Shear Wall & Shear Wall with Opening Using Finite Element Method |
| 24 | Sign | Sign Design Based on AISC 360-05, ACI 318-08, and IBC 1807.3 |
| 25 | Sign Wind | Wind Analysis for Freestanding Wall & Sign Based on ASCE 7-05 |
| 26 | Snow | Snow Load Analysis Based on ASCE 7 |
| 27 | Wall Lateral Force - CBC | Lateral Force for One-Story Wall Based on CBC 07 |
| 28 | Wall Lateral Force - IBC | Lateral Force for One-Story Wall Based on IBC 09 |
| 29 | Wind - ASCE7-02 | Wind Analysis Based on ASCE 7-02 |
| 30 | Wind Girt Deflection | Wind Girt Deflection Analysis of Wood, Metal Stud, and/or Steel Tube |
Wood Design Group |
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| 1 | Wood Column | Wood Post, Wall Stud, or King Stud Design Based on NDS 2005 |
| 2 | Wood Beam | Wood Beam Design Base on NDS 2005 |
| 3 | Perforated Shear Wall | Perforated Shear Wall Design Based on IBC 09 / CBC 10 / NDS 05 |
| 4 | Shear Wall Opening | Wood Shear Wall with an Opening Based on IBC 09 / CBC 10 / NDS 05 |
| 5 | Cantilever Beam | Wood Beam Design Base on NDS 2005 |
| 6 | Diaphragm-Ledger-CMU Wall | Connection Design for Wall & Diaphragm Based on IBC 09 / CBC 10 |
| 7 | Double Joist | Double Joist Design for Equipment Based on NDS 05, ICC PFC-4354 & PFC-5803 |
| 8 | Drag Forces | Drag / Collector Force Diagram Generator |
| 9 | Equipment Anchorage | Equipment Anchorage to Wood Roof Based on NDS 05 / IBC 09 / CBC 10 |
| 10 | Lag Screws Connection | Lag Screw Connection Design Based on NDS 2005 |
| 11 | Subdiaphragm | Subdiaphragm Design Based on ASCE 7-05 |
| 12 | Toe Nail | Toe-Nail Connection Design Based on NDS 2005 |
| 13 | Top Plate Connection | Top Plate Connection Design Based on NDS 2005 |
| 14 | Wood Truss | Wood Truss Design Based on NDS 2005 |
| 15 | Wood Bolt Connection | Bolt Connection Design Based on NDS 2005 |
| 16 | Wood Diaphragm | Wood Diaphragm Design Based on NDS 2005 |
| 17 | Wood Joist | Wood Joist Design Based on NDS 05 / NDS 01, ICC PFC-4354 & PFC-5803 |
| 18 | Wood Shear Wall | Shear Wall Design Based on IBC 09 / CBC 10 / NDS 05 |
| 19 | Wood Design Tables | Tables for Wood Post Design Based on NDS 2005 |
Masonry Design Group |
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| 1 | Anchorage to Masonry | Fastener Anchorage Design in Masonry Based on TMS 402-08 / IBC 09 |
| 2 | Flush Wall Pilaster - CBC | Masonry Flush Wall Pilaster Design Based on CBC 07 Chapter A |
| 3 | Flush Wall Pilaster - IBC | Masonry Flush Wall Pilaster Design Based on TMS 402-08 / IBC 09 |
| 4 | Bearing Wall Opening | Design of Masonry Bearing Wall with Opening Based on TMS 402-08 |
| 5 | Bending Post at Top Wall | Design for Bending Post at Top of Wall, Based on TMS 402-08 |
| 6 | Development Splice Masonry | Development & Splice of Reinforcement in Masonry Based on TMS 402-08 / IBC 09 |
| 7 | Elevator for DSA / OSHPD | Elevator Masonry Wall Design Based on CBC Chapter A |
| 8 | Girder at Wall | Design for Girder at Masonry Wall Based on TMS 402-08 |
| 9 | Horizontal Bending Wall | Masonry Wall Design at Horizontal Bending Based on TMS 402-08 |
| 10 | Masonry Beam | Masonry Beam Design Based on TMS 402-08 |
| 11 | Masonry Bearing Wall - CBC | Allowable & Strength Design of Masonry Bearing Wall Based on CBC 07 Chapter A |
| 12 | Masonry Bearing Wall - IBC | Allowable & Strength Design of Masonry Bearing Wall Based on TMS 402-08 / IBC 09 |
| 13 | Masonry Column - CBC | Masonry Column Design Based on CBC 07 Chapter A |
| 14 | Masonry Column - IBC | Masonry Column Design Based on TMS 402-08 / IBC 09 |
| 15 | Masonry Shear Wall - CBC | Masonry Shear Wall Design Based on CBC 07 Chapter A |
| 16 | Masonry Shear Wall - IBC | Masonry Shear Wall Design Based on IBC 09 / TMS 402-08 |
| 17 | Beam to Wall | Beam to Wall Anchorage Design Based on TMS 402-08 / IBC 09 |
| 18 | Collector to Wall | Collector to Wall Connection Design Based on TMS 402-08 / IBC 09 |
Steel Design Group |
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| 1 | Column Above Beam | Connection Design for Column above Beam, Based on AISC Manual & AISC 360-05 |
| 2 | Angle Capacity | Angle Steel Member Capacity Based on AISC 360-05 |
| 3 | HSS-WF Capacity | Tube, Pipe, or WF Member Capacity Based on AISC 360-05 |
| 4 | Metal Studs | Metal Member Design Based on AISI S100-2007 & ICBO ER-4943P |
| 5 | SMRF - CBC | Seismic Design for Special Moment Resisting Frames Based on CBC 07 |
| 6 | SCBF - CBC | Seismic Design for Special Concentrically Braced Frames Based on CBC 10 |
| 7 | Base Plate | Base Plate Design Based on AISC Manual 13th Edition (AISC 360-05) |
| 8 | Beam Connection | Beam Connection Design Based on AISC Manual 13th Edition (AISC 360-05) |
| 9 | Beam Gravity | Steel Gravity Beam Design Based on AISC Manual 13th Edition (AISC 360-05) |
| 10 | WF Beam with Torsion | WF Simply Supported Beam Design with Torsional Loading Based on AISC 360-05 |
| 11 | HSS (Tube, Pipe) Torsion | HSS (Tube, Pipe) Member Design with Torsional Loading Based on AISC 360-05 |
| 12 | Bolts Connection | Bolts Connection Design Based on AISC Manual 13th Edition |
| 13 | Brace Connection | Typical Bracing Connection Capacity Based on AISC 360-05 |
| 14 | BRBF | Buckling-Restrained Braced Frames Based on AISC 360-05 & AISC 341-05 |
| 15 | BSEP - SMF | Bolted Stiffened End Plate for SMF Based on AISC 341-05, 358-05, 360-05 |
| 16 | Cantilever Column | Cantilever Column & Footing Design Based on AISC 360-05, ACI 318-08, and IBC 1807.3 |
| 17 | Channel Capacity | Channel Steel Member Capacity Based on AISC 360-05 |
| 18 | Composite Collector Beam | Composite Collector Beam with Seismic Loads Based on CBC 07 / IBC 09 |
| 19 | Composite Floor Beam | Composite Beam Design Based on AISC Manual 9th |
| 20 | Composite Floor Beam with Cantilever | Composite Beam Design Based on AISC 360-05 / IBC 09 / CBC 07 |
| 21 | Composite Floor Girder | Composite Girder Design Based on AISC 360-05 / IBC 09 / CBC 07 |
| 22 | Drag Connection | Drag Connection Based on AISC 360-05 & AISC 341-05 |
| 23 | Drag Forces for Brace Frame | Drag / Collector Forces for Brace Frame |
| 24 | EBF - CBC | Seismic Design for Eccentrically Braced Frames Based on CBC 07 & AISC 341-05 |
| 25 | EBF - IBC | Seismic Design for Eccentrically Braced Frames Based on IBC 09 & AISC 341-05 |
| 26 | Enhanced Composite Beam | Enhanced Composite Beam Design Based on AISC 360-05 / IBC 09 / CBC 07 |
| 27 | Enhanced Steel Beam | Enhanced Steel Beam Design Based on AISC 13th (AISC 360-05) |
| 28 | Exterior Metal Stud Wall | Exterior Metal Stud Wall Design Based on AISI S100-2007 & ER-4943P |
| 29 | Floor Deck | Depressed Floor Deck Capacity (Non-Composite) |
| 30 | Gusset Geometry | Gusset Plate Dimensions Generator |
| 31 | Metal Shear Wall | Metal Shear Wall Design Based on AISI S100-2007, ER-5762 & ER-4943P |
| 32 | Metal Shear Wall Opening | Metal Shear Wall with an Opening Based on AISI S100-2007, ER-5762 & ER-4943P |
| 33 | Metal Z Purlins | Metal Z-Purlins Design Based on AISI S100-2007 |
| 34 | OCBF - CBC | Ordinary Concentrically Braced Frames Based on CBC 07 & AISC 341-05 |
| 35 | OCBF - IBC | Ordinary Concentrically Braced Frames Based on IBC 09 & AISC 341-05 |
| 36 | Web-Tapered Cantilever Frame | Web-Tapered Cantilever Frame Design Based on AISC-ASD 9th, Appendix F |
| 37 | OMRF - CBC | Intermediate/Ordinary Moment Resisting Frames Based on CBC 07 |
| 38 | OMRF - IBC | Intermediate/Ordinary Moment Resisting Frames Based on IBC 09 |
| 39 | Plate Girder | Plate Girder Design Based on AISC Manual 13th Edition (AISC 360-05) |
| 40 | Rectangular Section | Rectangular Section Member Design Based on AISC 360-05 |
| 41 | Roof Deck | Design of 1 1/2" Type "B" Roof Deck Based on ICBO ER-2078P |
| 42 | SCBF - IBC | Special Concentrically Braced Frames Based on IBC 09 & AISC 341-05 |
| 43 | SMRF - IBC | Special Moment Resisting Frames Based on IBC 09, AISC 341-05 & 358-05 |
| 44 | SPSW | Seismic Design for Special Plate Shear Wall Based on AISC 341-05 & AISC 360-05 |
| 45 | Steel Column | Steel Column Design Based on AISC Manual 13th Edition (AISC 360-05) |
| 46 | Steel Stair | Steel Stair Design Based on AISC 360-05 |
| 47 | Triple W Shapes | Simply Supported Member of Triple W-Shapes Design Based on AISC 360-05 |
| 48 | Metal Truss | Light Gage Truss Design Based on AISI S100-2007 & ER-4943P |
| 49 | Web Tapered Frame | Web Tapered Frame Design Based on AISC-ASD 9th, Appendix F |
| 50 | Web Tapered Girder | Web Tapered Girder Design Based on AISC-ASD 9th, Appendix F |
| 51 | Weld Connection | Weld Connection Design Based on AISC 360-05 |
| 52 | WF Opening | Check Capacity of WF Beam at Opening Based on AISC 360-05 |
| 53 | Moment across Girder | Design for Fully Restrained Moment Connection across Girder Based on AISC 360-05 |
| 54 | Beam Bolted Splice | Beam Bolted Splice Design Based on AISC Manual 13th Edition (AISC 360-05) |
Aluminum Design Group |
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| 1 | Aluminum I or WF Member | Aluminum I or WF Member Capacity Based on Aluminum Design Manual 2005 (AA ADM-IA) |
| 2 | Aluminum C or CS Member | Aluminum C or CS Member Capacity Based on Aluminum Design Manual 2005 (AA ADM-IA) |
| 3 | Aluminum RT Member | Aluminum RT Member Capacity Based on Aluminum Design Manual 2005 (AA ADM-IA) |
| 4 | Aluminum PIPE Member | Aluminum PIPE Member Capacity Based on Aluminum Design Manual 2005 (AA ADM-IA) |
Bridge Design Group |
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| 1 | Bridge Concrete Girder | Prestressed Concrete Girder Design for Bridge Structure Based on AASHTO 17th Edition & ACI 318-08 |
| 2 | Bridge Concrete Column | Bridge Column Design Based on AASHTO 17th & ACI 318-08 |
| 3 | Bridge Box Section | Bridge Design for Prestressed Concrete Box Section Based on AASHTO 17th Edition & ACI 318-08 |
| 4 | Concrete Tunnel | Concrete Tunnel Design Based on AASHTO-17th & ACI 318-08 |
Concrete Design Group |
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| 1 | Anchorage to Concrete | Base Plate and Group Anchors Design Based on ACI 318-08 & AISC 360-05 |
| 2 | Circular Column | Circular Column Design Based on ACI 318-08 |
| 3 | Concrete Column | Concrete Column Design Based on ACI 318-08 |
| 4 | Concrete Beam | Concrete Beam Design, for New or Existing, Based on ACI 318-08 |
| 5 | Special Shear Wall - CBC | Special Concrete Shear Wall Design Based on ACI 318-05 / CBC 07 Chapter A |
| 6 | Ordinary Shear Wall | Ordinary Concrete Shear Wall Design Based on ACI 318-08 |
| 7 | Concrete Pool | Concrete Pool Design Based on ACI 318-08 |
| 8 | Corbel | Corbel Design Based on IBC 06 / ACI 318-08 |
| 9 | Coupling Beam | Coupling Beam Design Based on ACI 318-08 |
| 10 | Deep Beam | Deep Beam Design Based on ACI 318-08 |
| 11 | Concrete Development & Splice | Development & Splice of Reinforcement Based on ACI 318-08 |
| 12 | Equipment Mounting | Design for Equipment Anchorage Based on IBC 09 / CBC 07 Chapter A |
| 13 | Existing Shear Wall | Verify Existing Concrete Shear Wall Based on ASCE 41-06 / CBC 07 / IBC 09 |
| 14 | Friction | Shear Friction Reinforcing Design Based on ACI 318-08 |
| 15 | Pipe Concrete Column | Pipe Concrete Column Design Based on ACI 318-08 |
| 16 | PT-Concrete Floor | Design of Post-Tensioned Concrete Floor Based on ACI 318-08 |
| 17 | Punching | Slab Punching Design Based on ACI 318-08 |
| 18 | Concrete Slab | Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-08 |
| 19 | Concrete Diaphragm | Concrete Diaphragm in-plane Shear Design Based on ACI 318-08 |
| 20 | SMRF - ACI | Seismic Design for Special Moment Resisting Frame Based on ACI 318-08 |
| 21 | Special Shear Wall - IBC | Special Reinforced Concrete Shear Wall Design Based on ACI 318-08 / IBC 09 |
| 22 | Suspended Anchorage | Suspended Anchorage to Concrete Based on IBC 09 / CBC 07 |
| 23 | Tiltup Panel | Tilt-up Panel Design based on ACI 318-08 |
| 24 | Two Way Slab | Two-Way Slab Design Based on ACI 318-08 using Finite Element Method |
| 25 | Wall Pier | Wall Pier Design Based on CBC 07 / IBC 09 |
| 26 | Beam Penetration | Design for Concrete Beam with Penetration Based on ACI 318-08 |
| 27 | Column Supporting Discontinuous | Column Supporting Discontinuous System Based on ACI 318-08 |
| 28 | Anchorage to Pedestal | Anchorage to Pedestal Design Based on ACI 318-08 & AISC 360-05 |
| 29 | Plate Shell Element | Plate/Shell Element Design Based on ACI 318-08 |
| Multi-user: | Single Package License for five users at one location. ($1552) | |
| Two Package License for twenty users at two locations of a company. ($2640) | ||
| Three Package License for multiple offices of a company without IP limits. ($3960) | ||
| Upgrade for Package Purchaser: | First year - first time FREE. Second or more $119 per request. |
| (including new software) | Second year - first time $99, Second or more $119 per request |
| Third year or later - $119 per request. |
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