STRUCTURAL DESIGN SOFTWARE

Foundation

Lateral

Concrete

Steel

This web site provides structural design software which created using Microsoft Windows Excel 2010/2013. Each spreadsheet contains formulas, reference code sections, and graphic drawings. The software are nice and easy on all Win 8 Tablet/PAD. The analysis results can be copied and pasted to AutoCAD. 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 (demo only). For professional version (xls filename extension), a Package of all 230 listed software, the normal price is $1760 ($8 per software ).

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(Unit Conversions)


	Concrete Design Group
1	Two Way Slab	Two-Way Slab Design Based on ACI 318-11 using Finite Element Method
2	Voided Biaxial Slab	Voided Two-Way Slab Design Based on ACI 318-11
3	Anchorage to Concrete	Base Plate and Group Anchors Design Based on ACI 318-11 & AISC 360-10
4	Anchorage to Pedestal	Anchorage to Pedestal Design Based on ACI 318-11 & AISC 360-10
5	Circular Column	Circular Column Design Based on ACI 318-11
6	Concrete Column	Concrete Column Design Based on ACI 318-11
7	Super Composite Column	Super Composite Column Design Based on AISC 360-10 & ACI 318-11
8	Special Shear Wall - CBC	Special Concrete Shear Wall Design Based on ACI 318-11 & 2010 CBC Chapter A
9	Ordinary Shear Wall	Ordinary Concrete Shear Wall Design Based on ACI 318-11
10	Concrete Pool	Concrete Pool Design Based on ACI 318-11
11	Corbel	Corbel Design Based on 2012 IBC / ACI 318-11
12	Coupling Beam	Coupling Beam Design Based on ACI 318-11
13	Deep Beam	Deep Beam Design Based on ACI 318-11
14	Concrete Development & Splice	Development & Splice of Reinforcement Based on ACI 318-11
15	Equipment Mounting	Design for Equipment Anchorage Based on 2012 IBC & 2010 CBC Chapter A
16	Existing Shear Wall	Verify Existing Concrete Shear Wall Based on ASCE 41-06 / 2010 CBC / 2012 IBC
17	Friction	Shear Friction Reinforcing Design Based on ACI 318-11
18	Pipe Concrete Column	Pipe Concrete Column Design Based on ACI 318-11
19	PT-Concrete Floor	Design of Post-Tensioned Concrete Floor Based on ACI 318-11
20	Punching	Slab Punching Design Based on ACI 318-11
21	Concrete Slab	Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-11
22	Voided Section Capacity	Voided Section Design Based on ACI 318-11
23	Concrete Diaphragm	Concrete Diaphragm in-plane Shear Design Based on ACI 318-11
24	SMRF - ACI	Seismic Design for Special Moment Resisting Frame Based on ACI 318-11
25	Special Shear Wall - IBC	Special Reinforced Concrete Shear Wall Design Based on ACI 318-11 & 2012 IBC
26	Suspended Anchorage	Suspended Anchorage to Concrete Based on 2012 IBC & 2010 CBC
27	Tiltup Panel	Tilt-up Panel Design based on ACI 318-11
28	Wall Pier	Wall Pier Design Based on 2010 CBC & 2012 IBC
29	Beam Penetration	Design for Concrete Beam with Penetration Based on ACI 318-11
30	Column Supporting Discontinuous	Column Supporting Discontinuous System Based on ACI 318-11
31	Plate Shell Element	Plate/Shell Element Design Based on ACI 318-11
32	Transfer Diaphragm - Concrete	Concrete Diaphragm Design for a Discontinuity of Type 4 out-of-plane offset irregularity
33	Silo/Chimney/Tower Design	Concrete Silo / Chimney / Tower Design Based on ASCE 7-10, ACI 318-11 & ACI 313-97
34	Concrete Beam	Concrete Beam Design, for New or Existing, Based on ACI 318-11

	Lateral Analysis Group
1	Wind - ASCE7-10	Wind Analysis Based on ASCE 7-10
2	Seismic - 2012 IBC	Seismic Analysis Based on ASCE 7-10
3	Wind - ASCE7-05	Wind Analysis Based on ASCE 7-05, Including Roof Solar Panel Loads
4	Metal Pipe/Riser	MCE Level Seismic Design for Metal Pipe/Riser Based on ASCE 7-10 & AISI S100
5	Rigid Diaphragm	Rotation Analysis of Rigid Diaphragm Based on 2012 IBC / 2010 CBC
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 7-10 & 05
10	Roof Screen/Equipment Wind	Wind Load, on Roof Screen / Roof Equipment, Based on ASCE 7-10 & 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 360-10 & ACI 318-11
16	Interior Wall Lateral Force	Interior Wall Lateral Forces Based on 2012 IBC / 2010 CBC
17	Lateral Frame Formulas	Lateral Frame Formulas
18	Live Load	Live Load Reduction Based on ASCE 7-10, 2012 IBC / 2010 CBC
19	Seismic - Single Family Dwellings	Seismic Analysis for Family Dwellings Based on 2012 IBC / 2010 CBC
20	Shade Structure Wind	Wind Analysis for Shade Open Structure Based on ASCE 7-10 & 05
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 360-10, ACI 318-11, and IBC 1807.3
25	Sign Wind	Wind Analysis for Freestanding Wall & Sign Based on ASCE 7-10 & 05
26	Snow	Snow Load Analysis Based on ASCE 7-10, 05, & UBC
27	Wall Lateral Force - CBC	Lateral Force for One-Story Wall Based on 2010 CBC
28	Wall Lateral Force - IBC	Lateral Force for One-Story Wall Based on 2012 IBC
29	Seismic - 2009 IBC	Seismic Analysis Based on 2009 IBC / 2010 CBC
30	Wind Girt Deflection	Wind Girt Deflection Analysis of Wood, Metal Stud, and/or Steel Tube
31	Storage Racks	Lateral Loads of Storage Racks, with Hilti & Red Head Anchorage, Based on ASCE 7-10
32	Wind Alternate Method	Wind Analysis for Alternate All-Heights Method, Based on ASCE 7-10
33	Ceiling Seismic Loads	Suspended Ceiling Seismic Loads Based on ASCE 7-10
34	Response Spectrum Generator	Earthquake Response Spectrum Generator
35	Tornado and Hurricane	Wind Analysis for Tornado and Hurricane Based on 2012 IBC Section 423 & FEMA 361/320
36	Stiffness Matrix Generator	Stiffness Matrix Generator for Irregular Beam/Column
37	PT-Column Drift	Lateral Drift Mitigation for Cantilever Column using Post-Tensioning
38	Blast Mitigation	Blast Deformation Mitigation for Gravity Column using Post-Tensioning

	Steel Design Group
1	Beam Connection	Beam Connection Design Based on AISC 360-10
2	Angle Capacity	Angle Steel Member Capacity Based on AISC 360-10
3	HSS-WF Capacity	Tube, Pipe, or WF Member Capacity Based on AISC 360-10
4	Metal Studs	Metal Member Design Based on AISI S100-07/SI-10 (2012 IBC) & ICBO ER-4943P
5	SMRF - CBC	Seismic Design for Special Moment Resisting Frames Based on 2010 CBC
6	SCBF-Parallel	Seismic Design for Special Concentrically Braced Frames Based on CBC/IBC & AISC 341-10
7	SCBF-Perpendicular	Bracing Connection Design, with Perpendicular Gusset, Based on CBC/IBC & AISC 341-10
8	Column Above Beam	Connection Design for Column above Beam, Based on AISC Manual & AISC 360-10
9	Beam Gravity	Steel Gravity Beam Design Based on AISC Manual 14th Edition (AISC 360-10)
10	WF Beam with Torsion	WF Simply Supported Beam Design with Torsional Loading Based on AISC 360-10
11	HSS (Tube, Pipe) Torsion	HSS (Tube, Pipe) Member Design with Torsional Loading Based on AISC 360-10
12	Fixed Bolted Joint	Fixed Bolted Joint, with Beam Sitting on Top of Column, Based on AISC 358-10 8ES/4ES & FEMA-350
13	Brace Connection	Typical Bracing Connection Capacity Based on AISC 360-10
14	BRBF	Buckling-Restrained Braced Frames Based on AISC 360-10 & AISC 341-10
15	BSEP - SMF	Bolted Seismic Moment Connection Based on AISC 341-10, 358-10, 360-10 & FEMA-350
16	Bolted Moment Connection	Bolted Non-Seismic Moment Connection Based on AISC 341-10, 358-10, 360-10 & FEMA-350
17	Channel Capacity	Channel Steel Member Capacity Based on AISC 360-10
18	Composite Collector Beam	Composite Collector Beam with Seismic Loads Based on 2010 CBC / 2012 IBC
19	Composite Floor Beam	Composite Beam Design Based on AISC Manual 9th
20	Composite Floor Beam with Cantilever	Composite Beam Design Based on AISC 360-10 / 2012 IBC / 2010 CBC
21	Composite Floor Girder	Composite Girder Design Based on AISC 360-10 / 2012 IBC / 2010 CBC
22	Drag Connection	Drag Connection Based on AISC 360-10 & AISC 341-10
23	Drag Forces for Brace Frame	Drag / Collector Forces for Brace Frame
24	EBF - CBC	Seismic Design for Eccentrically Braced Frames Based on 2010 CBC & AISC 341-10
25	EBF - IBC	Seismic Design for Eccentrically Braced Frames Based on 2012 IBC & AISC 341-10
26	Enhanced Composite Beam	Enhanced Composite Beam Design Based on AISC 360-10 / 2012 IBC / 2010 CBC
27	Enhanced Steel Beam	Enhanced Steel Beam Design Based on AISC 14th (AISC 360-10)
28	Exterior Metal Stud Wall	Exterior Metal Stud Wall Design Based on AISI S100-07/SI-10 & 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 S100-07/SI-10, ER-5762 & ER-4943P
32	Metal Shear Wall Opening	Metal Shear Wall with an Opening Based on AISI S100-07/SI-10, ER-5762 & ER-4943P
33	Metal Z Purlins	Metal Z-Purlins Design Based on AISI S100-07/SI-10
34	OCBF - CBC	Ordinary Concentrically Braced Frames Based on 2010 CBC & AISC 341-10
35	OCBF - IBC	Ordinary Concentrically Braced Frames Based on 2012 IBC & AISC 341-10
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 2010 CBC
38	OMRF - IBC	Intermediate/Ordinary Moment Resisting Frames Based on 2012 IBC
39	Plate Girder	Plate Girder Design Based on AISC Manual 14th Edition (AISC 360-10)
40	Rectangular Section	Rectangular Section Member Design Based on AISC 360-10
41	Roof Deck	Design of 1 1/2" Type "B" Roof Deck Based on ICBO ER-2078P
42	Base Plate	Base Plate Design Based on AISC Manual 14th Edition (AISC 360-10)
43	SMRF - IBC	Special Moment Resisting Frames Based on 2012 IBC, AISC 341-10 & 358-10
44	SPSW	Seismic Design for Special Plate Shear Wall Based on AISC 341-10 & AISC 360-10
45	Steel Column	Steel Column Design Based on AISC Manual 14th Edition (AISC 360-10)
46	Steel Stair	Steel Stair Design Based on AISC 360-10
47	Triple W Shapes	Simply Supported Member of Triple W-Shapes Design Based on AISC 360-10
48	Portal Frame	Portal Frame Analysis using Finite Element Method
49	Web Tapered Frame	Web Tapered Frame Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
50	Web Tapered Girder	Web Tapered Girder Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
51	Weld Connection	Weld Connection Design Based on AISC 360-10
52	WF Opening	Check Capacity of WF Beam at Opening Based on AISC 360-10
53	Moment across Girder	Design for Fully Restrained Moment Connection across Girder Based on AISC 360-10
54	Beam Bolted Splice	Beam Bolted Splice Design Based on AISC Manual 14th Edition (AISC 360-10)
55	Filled Composite Column	Filled Composite Column Design Based on AISC 360-10 & ACI 318-11
56	Cellular Beam	Cellular Beam Design Based on AISC 360-10
57	Double Angle Capacity	Double Angle Capacity Based on AISC 360-10
58	T-Shape Capacity	T-Shape Member Capacity Based on AISC 360-10
59	Cantilever Column	Cantilever Column & Footing Design Based on AISC 360-10, ACI 318-11, and IBC 1807.3
60	Metal Truss	Light Gage Truss Design Based on AISI S100-07/SI-10 & ER-4943P
61	Sleeve Joint Connection	Sleeve Joint Connection Design, for Steel Cell Tower / Sign, Based on AISC 360-10
62	Moment to Column Web	Moment Connection Design for Beam to Weak Axis Column Based on AISC 360-10

	Aluminum & Glass Design
1	Aluminum I or WF Member	Aluminum I or WF Member Capacity Based on Aluminum Design Manual 2010 (ADM-I)
2	Aluminum C or CS Member	Aluminum C or CS Member Capacity Based on Aluminum Design Manual 2010 (ADM-I)
3	Aluminum RT Member	Aluminum RT Member Capacity Based on Aluminum Design Manual 2010 (ADM-I)
4	Aluminum PIPE Member	Aluminum PIPE Member Capacity Based on Aluminum Design Manual 2010 (ADM-I)
5	Structural Glass	Glass Wall/Window/Stair Design, Based on ASTM E1300, using Finite Element Method

	Bridge Design Group
1	Bridge Concrete Girder	Prestressed Concrete Girder Design for Bridge Structure Based on AASHTO 17th Edition & ACI 318-11
2	Bridge Concrete Column	Bridge Column Design Based on AASHTO 17th & ACI 318-11
3	Bridge Box Section	Bridge Design for Prestressed Concrete Box Section Based on AASHTO 17th Edition & ACI 318-11
4	Concrete Tunnel	Concrete Tunnel Design Based on AASHTO-17th & ACI 318-11
5	Double Tee	Prestressed Double Tee Design Based on AASHTO 17th Edition & ACI 318-11
6	Concrete Box Culvert	Concrete Box Culvert Design Based on AASHTO 17th Edition & ACI 318-11
7	Steel Road Plate	Steel Road Plate Design Based on AASHTO 17th Edition & AISC 360-10 using Finite Element Method
8	Flange Tapered Girder	Flange Tapered Plate Girder Design Based on AISC Manual 14th Edition (AISC 360-10)
9	Prestressed Concrete Pole/Pile	Prestressed Concrete Circular Hollow Pole/Pile Design Based on ACI 318-11 & AASHTO 17th

	Masonry Design Group
1	Masonry Shear Wall - CBC	Masonry Shear Wall Design Based on 2010 CBC Chapter A (both ASD and SD)
2	Masonry Shear Wall - IBC	Masonry Shear Wall Design Based on TMS 402-11 / 2012 IBC (both ASD and SD)
3	Anchorage to Masonry	Fastener Anchorage Design in Masonry Based on TMS 402-11 / 2012 IBC
4	Flush Wall Pilaster - CBC	Masonry Flush Wall Pilaster Design Based on 2010 CBC Chapter A
5	Flush Wall Pilaster - IBC	Masonry Flush Wall Pilaster Design Based on TMS 402-11 / 2012 IBC
6	Bearing Wall Opening	Design of Masonry Bearing Wall with Opening Based on TMS 402-11
7	Bending Post at Top Wall	Design for Bending Post at Top of Wall, Based on TMS 402-11
8	Development Splice Masonry	Development & Splice of Reinforcement in Masonry Based on TMS 402-11 / 2012 IBC & 2010 CBC
9	Elevator for DSA / OSHPD	Elevator Masonry Wall Design Based on 2010 CBC Chapter A & 2012 IBC
10	Girder at Wall	Design for Girder at Masonry Wall Based on TMS 402-11
11	Horizontal Bending Wall	Masonry Wall Design at Horizontal Bending Based on TMS 402-11
12	Masonry Beam	Masonry Beam Design Based on TMS 402-11
13	Masonry Bearing Wall - CBC	Allowable & Strength Design of Masonry Bearing Wall Based on 2010 CBC Chapter A
14	Masonry Bearing Wall - IBC	Allowable & Strength Design of Masonry Bearing Wall Based on TMS 402-11 / 2012 IBC
15	Masonry Column - CBC	Masonry Column Design Based on 2010 CBC Chapter A
16	Masonry Column - IBC	Masonry Column Design Based on TMS 402-11 / 2012 IBC
17	Beam to Wall	Beam to Wall Anchorage Design Based on TMS 402-11 / 2012 IBC
18	Collector to Wall	Collector to Wall Connection Design Based on TMS 402-11 / 2012 IBC
19	Hybrid Masonry Wall	Hybrid Masonry Wall Design Based on TMS 402-11

	Wood Design Group
1	Wood Member	Wood Member (Beam, Column, Brace, Truss Web & Chord) Design Based on NDS 2012
2	Wood Pole Pile	Wood Pole or Pile Design Based on NDS 2012
3	Perforated Shear Wall	Perforated Shear Wall Design Based on 2012 IBC / 2010 CBC / NDS 2012
4	Shear Wall Opening	Wood Shear Wall with an Opening Based on 2012 IBC / 2010 CBC / NDS 2012
5	Wood Beam	Wood Beam Design Based on NDS 2012
6	Cantilever Beam	Wood Beam Design Based on NDS 2012
7	Diaphragm-Ledger-CMU Wall	Connection Design for Wall & Diaphragm Based on 2012 IBC / 2010 CBC
8	Double Joist	Double Joist Design for Equipment Based on NDS 2012, ICC PFC-4354 & PFC-5803
9	Drag Forces	Drag / Collector Force Diagram Generator
10	Equipment Anchorage	Equipment Anchorage to Wood Roof Based on NDS 2012 / 2012 IBC / 2010 CBC
11	Lag Screws Connection	Lag Screw Connection Design Based on NDS 2012
12	Subdiaphragm	Subdiaphragm Design Based on ASCE 7-10
13	Toe Nail	Toe-Nail Connection Design Based on NDS 2012
14	Top Plate Connection	Top Plate Connection Design Based on NDS 2012
15	Wood Truss	Wood Truss Design Based on NDS 2012
16	Wood Bolt Connection	Bolt Connection Design Based on NDS 2012
17	Wood Diaphragm	Wood Diaphragm Design Based on NDS 2012
18	Wood Joist	Wood Joist Design Based on NDS 2012 / NDS 01, ICC PFC-4354 & PFC-5803
19	Wood Shear Wall	Shear Wall Design Based on 2012 IBC / 2010 CBC / NDS 2012
20	Wood Design Tables	Tables for Wood Post Design Based on NDS 2012
21	Transfer Diaphragm - Wood	Wood Diaphragm Design for a Discontinuity of Type 4 out-of-plane offset irregularity
22	Wood Column	Wood Post, Wall Stud, or King Stud Design Based on NDS 2012
23	Green Composite Wall	Composite Strong Wall Design Based on ACI 318-11, AISI S100-07/SI-10 & ER-4943P
24	Bending Post at Column	Connection Design for Bending Post at Concrete Column Based on NDS 2012 & ACI 318-11

	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 on 2012 IBC Chapter 18
4	Masonry Retaining Wall	Masonry Retaining / Fence Wall Design Based on TMS 402-11 & ACI 318-11
5	Concrete Retaining Wall	Concrete Retaining Wall Design Based on ACI 318-11
6	Masonry-Concrete Retaining Wall	Retaining Wall Design, for Masonry Top & Concrete Bottom, Based on TMS 402-11 & ACI 318-11
7	Concrete Pier	Concrete Pier (Isolated Deep Foundation) Design Based on ACI 318-11
8	Concrete Pile	Drilled Cast-in-place Pile Design Based on ACI 318-11
9	Pile Caps	Pile Cap Design for 4, 3, 2-Piles Pattern Based on ACI 318-11
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 318-11
14	Basement Masonry Wall	Basement Masonry Wall Design Based on TMS 402-11
15	Basement Column	Basement Column Supporting Lateral Resisting Frame Based on ACI 318-11
16	MRF-Grade Beam	Grade Beam Design for Moment Resisting Frame Based on ACI 318-11
17	Brace Grade Beam	Grade Beam Design for Brace Frame Based on ACI 318-11
18	Grade Beam	Two Pads with Grade Beam Design Based on ACI 318-11 & AISC 360-10
19	Circular Footing	Circular Footing Design Based on ACI 318-11
20	Combined Footing	Combined Footing Design Based on ACI 318-11
21	Boundary Spring Generator	Mat Boundary Spring Generator
22	Deep Footing	Deep Footing Design Based on ACI 318-11
23	Footing at Piping	Design of Footing at Piping Based on ACI 318-11
24	Irregular Footing Soil Pressure	Soil Pressure Determination for Irregular Footing
25	PAD Footing	Pad Footing Design Based on ACI 318-11
26	Plain Concrete Footing	Plain Concrete Footing Design Based on ACI 318-11
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 2010 CBC Chapter A
29	Tank Footing	Tank Footing Design Based on ACI 318-11
30	Temporary Footing for Rectangular Tank	Temporary Tank Footing Design Based on ACI 318-11
31	Under Ground Well	Under Ground Well Design Based on ACI 350-06 & ACI 318-11
32	Stud Bearing Wall Footing	Footing Design for Stud Bearing Wall Based on 2012 IBC / ACI 318-11
33	Wall Footing	Footing Design of Shear Wall Based on ACI 318-11
34	Fixed Moment Condition	Fixed Moment Condition Design Based on ACI 318-11
35	Flood Way	Concrete Floodway Design Based on ACI 350-06 & ACI 318-11
36	Lateral Earth Pressure	Lateral Earth Pressure of Rigid Wall Based on AASHTO 17th & 2012 IBC
37	Shoring	Sheet Pile Wall Design Based on 2012 IBC / 2010 CBC / ACI 318-11
38	Composite Element Durability	Composite Element Design Based on AISC 360-10 & ACI 318-11

Technical Support

Purchaser will receive, by USB flash drive, the purchased XLS version software within 4 days (network version can be downloaded on the purchased day). For package purchaser, please email us your left top logo with your order. Any our software bugs can be fixed promptly, and the updated software will be emailed back to reporter.


License:	Single Package License for single user with one computer (one Laptop or Tablet/PAD ok). ($1760)
	Two Package License for two users with five computers (two Laptops or Tablets/PADs ok). ($2686)
	Three Package License (Network Version) for one company without Laptop/Tablet/PAD number limits (all software can be downloaded).($5960)

Upgrade for Package Purchaser:

$159 per request. (including new software)

Custom Software & Analysis

If our Package still cannot cover your design, please email us to know. We provide custom spreadsheet & analysis service for Package purchaser.

Full Structural Consultanting Service

For Nonlinear Structural Analysis , Performance-Based Seismic Design , and quality structural consultanting service, please contact DJ Engineers & Builders Inc.

Disclaimer

The purchased professional version are XLS software by Excel 2010/2013. We do not provide unprotected spreadsheet (original software code) or individual software because all software database linked together for full functions. DO NOT UNPROTECT the spreadsheets. Without the right bottom of Quick Access Toolbar, the calculations, at random times, will be inadequate and entire Package database will be changed. The IP address and time which linked our web site will be recorded. Please use hard copy or PDF file, not EXE/XLS version, as project records. Please check End User License Agreement for more information.

The individual developers of the software might have other employers besides Daniel T. Li, Engineering International Inc. These other employers are not participants in the development, ownership or sale of the software and have no responsibility or liability for the software accuracy or performance.

We intend that the analysis is accurate and reliable, but it is entirely the responsibility of the user to verify the accuracy and applicability. The entire liability of Daniel T. Li, Engineering International Inc. shall be limited to the purchase price. Please check this web version software before purchasing. We can not refund your payment if we sent you entire Package/Group.