STRUCTURAL DESIGN SOFTWARE

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 listed software, the current price is $1388 ($8 per software). Each Group is $688.

A Special Package License $1346 (All 182 software listed)

(What's New?) (User's Book)

	Foundation Design Group
1	Free Standing Wall	Free Standing Masonry & Conctere Wall Design Based on ACI 530-05 & ACI 318-05
2	Eccentric Footing	Eccentric Footing Design Based on ACI 318-05
3	Flagpole	Flagpole Footing Design Based on Chapter 18 of IBC & CBC
4	Masonry Retaining Wall	Masonry Retaining / Fence Wall Design Based on ACI 530-05 & ACI 318-05
5	Concrete Retaining Wall	Concrete Retaining Wall Design Based on ACI 318-05
6	Concrete Pier	Concrete Pier Design Based on ACI 318-05
7	Concrete Pile	Drilled Cast-in-place Pile Design Based on ACI 318-05
8	Pile Caps	Pile Cap Design for 4, 3, 2-Piles Pattern Based on ACI 318-05
9	Pile Cap Balanced Loads	Determination of Pile Cap Balanced Loads and Reactions
10	Conventional Slab on Grade	Design of Conventional Slabs on Expansive & Compressible Soil Grade Based on ACI 360
11	PT-Slab on Ground	Design of PT Slabs on Expansive & Compressible Soil Based on PTI 3rd Edition
12	Basement Concrete Wall	Basement Concrete Wall Design Based on ACI 318-05
13	Basement Masonry Wall	Basement Masonry Wall Design Based on ACI 530-05
14	Basement Column	Basement Column Supporting Lateral Resisting Frame Based on ACI 318-05
15	MRF-Grade Beam	Grade Beam Design for Moment Resisting Frame Based on ACI 318-05
16	Brace Grade Beam	Grade Beam Design for Brace Frame Based on ACI 318-05
17	Grade Beam	Two Pads with Grade Beam Design Based on ACI 318-05 & AISC 360-05
18	Circular Footing	Circular Footing Design Based on ACI 318-05
19	Combined Footing	Combined Footing Design Based on ACI 318-05
20	Boundary Spring Generator	Mat Boundary Spring Generator
21	Deep Footing	Deep Footing Design Based on ACI 318-05
22	Footing at Piping	Design of Footing at Piping Based on ACI 318-05
23	Irregular Footing Soil Pressure	Soil Pressure Determination for Irregular Footing
24	PAD Footing	Pad Footing Design Based on ACI 318-05
25	Plain Concrete Footing	Plain Concrete Footing Design Based on ACI 318-05
26	Restrained Retaining Wall	Restrained Retaining Masonry & Concrete Wall Design Based on ACI 530 & ACI 318
27	Retaining Wall for DSA /OSHPD	Retaining Wall Design Based on CBC 07 Chapter A
28	Tank Footing	Tank Footing Design Based on ACI 318-05
29	Temporary Footing for Rectangular Tank	Temporary Tank Footing Design Based on ACI 318-05
30	Under Ground Well	Under Ground Well Design Based on ACI 350-06 & ACI 318-05
31	Wall Footing	Footing Design of Shear Wall Based on ACI 318-05
32	Fixed Moment Condition	Fixed Moment Condition Design Based on ACI 318-05
33	Flood Way	Concrete Floodway Design Based on ACI 350-06 & ACI 318-05

	Lateral Analysis Group
1	Seismic - IBC06	Seismic Analysis Based on IBC 06 / CBC 07
2	Seismic - Single Family Dwellings	Seismic Analysis for Family Dwellings Based on IBC 06 / CBC 07
3	Wind - ASCE7-05	Wind Analysis Based on ASCE 7-05 / IBC 06 / CBC 07
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 06 / CBC 07
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 Based on ASCE 7-05 / IBC 06
10	Roof Screen Wind	Wind Load on Roof Screen Based on IBC 06 / 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
15	Hand Rail	Handrail Design Based on AISC 360-05 & ACI 318-05
16	Interior Wall Lateral Force	Interior Wall Lateral Forces Based on IBC 06 / CBC 07
17	Lateral Frame Formulas	Lateral Frame Formulas
18	Live Load	Live Load Reduction Based on IBC 06 / CBC 07
19	Seismic - IBC2003	Seismic Analysis Based on IBC 2003
20	Shade Structure Wind	Wind Analysis for Shade Open Structure Based on ASCE 7-05 / IBC 06
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, ACI 318, and IBC 1805.7
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 06
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
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 06 / CBC 07 / NDS 05
4	Shear Wall Opening	Wood Shear Wall with an Opening Based on IBC 06 / CBC 07 / 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 06 / CBC 07
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 06 / CBC 07
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 06 / CBC 07 / NDS 05
19	Wood Design Tables	Tables for Wood Post Design Based on NDS 2005

	Masonry Design Group
1	Anchorage to Masonry	Fastener Anchorage Design in Masonry Based on ACI 530 / IBC 06 & CBC 07
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 ACI 530-05 / IBC 06
4	Bearing Wall Opening	Design of Masonry Bearing Wall with Opening Based on ACI 530-05
5	Bending Post at Top Wall	Design for Bending Post at Top of Wall, Based on ACI 530-05 & UBC 97
6	Development Splice Masonry	Development & Splice of Reinforcement in Masonry Based on CBC 07 / IBC 06
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 ACI 530-05
9	Horizontal Bending Wall	Masonry Wall Design at Horizontal Bending Based on ACI 530-05
10	Masonry Beam	Masonry Beam Design Based on ACI 530-05
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 ACI 530-05 / IBC 06
13	Masonry Column - CBC	Masonry Column Design Based on CBC 07 Chapter A
14	Masonry Column - IBC	Masonry Column Design Based on ACI 530-05 / IBC 06
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 06 / ACI 530-05
17	Beam to Wall	Beam to Wall Anchorage Design Based on ACI 530 / IBC 06 & CBC 07
18	Collector to Wall	Collector to Wall Connection Design Based on ACI 530-05 & IBC 06 / CBC 07

	Steel Design Group
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 2001 & 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 07
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	Beam with Torsion	Simply Supported Beam Design with Torsional Loading Based on AISC 360-05
11	Bolts Connection	Bolts Connection Design Based on AISC Manual 13th Edition
12	Brace Connection	Typical Bracing Connection Capacity Based on AISC 360-05
13	BRBF	Buckling-Restrained Braced Frames Based on AISC 360-05 & AISC 341-05
14	BSEP - SMF	Bolted Stiffened End Plate for SMF Based on AISC 341-05, 358-05, 360-05
15	Cantilever Column	Cantilever Column & Footing Design Based on AISC 360, ACI 318, and IBC 1805.7
16	Channel Capacity	Channel Steel Member Capacity Based on AISC 360-05
17	Composite Collector Beam	Composite Collector Beam with Seismic Loads Based on CBC 07 / IBC 06
18	Composite Floor Beam	Composite Beam Design Based on AISC Manual 9th
19	Composite Floor Beam with Cantilever	Composite Beam Design Based on AISC 360-05 / IBC 06 / CBC 07
20	Composite Floor Girder	Composite Girder Design Based on AISC 360-05 / IBC 06 / CBC 07
21	Drag Connection	Drag Connection Based on AISC 360-05 & AISC 341-05
22	Drag Forces for Brace Frame	Drag / Collector Forces for Brace Frame
23	EBF - CBC	Seismic Design for Eccentrically Braced Frames Based on CBC 07 & AISC 341-05
24	EBF - IBC	Seismic Design for Eccentrically Braced Frames Based on IBC 06 & AISC 341-05
25	Enhanced Composite Beam	Enhanced Composite Beam Design Based on AISC 360-05 / IBC 06 / CBC 07
26	Enhanced Steel Beam	Enhanced Steel Beam Design Based on AISC 13th (AISC 360-05)
27	Exterior Metal Stud Wall	Exterior Metal Stud Wall Design Based on AISI 2001 & ER-4943P
28	Floor Deck	Depressed Floor Deck Capacity (Non-Composite)
29	Gusset Geometry	Gusset Plate Dimensions Generator
30	Metal Shear Wall	Metal Shear Wall Design Based on AISI 2001, ER-5762 & ER-4943P
31	Metal Shear Wall Opening	Metal Shear Wall with an Opening Based on AISI 2001, ER-5762 & ER-4943P
32	Metal Z Purlins	Metal Z-Purlins Design Based on AISI 2001
33	OCBF - CBC	Ordinary Concentrically Braced Frames Based on CBC 07 & AISC 341-05
34	OCBF - IBC	Ordinary Concentrically Braced Frames Based on IBC 06 & AISC 341-05
35	Web-Tapered Cantilever Frame	Web-Tapered Cantilever Frame Design Based on AISC-ASD 9th, Appendix F
36	OMRF - CBC	Intermediate/Ordinary Moment Resisting Frames Based on CBC 07
37	OMRF - IBC	Intermediate/Ordinary Moment Resisting Frames Based on IBC 06
38	Plate Girder	Plate Girder Design Based on AISC Manual 13th Edition (AISC 360-05)
39	Rectangular Section	Rectangular Section Member Design Based on AISC 360-05
40	Roof Deck	Design of 1 1/2" Type "B" Roof Deck Based on ICBO ER-2078P
41	SCBF - IBC	Special Concentrically Braced Frames Based on IBC 06 & AISC 341-05
42	SMRF - IBC	Special Moment Resisting Frames Based on IBC 06, AISC 341-05 & 358-05
43	SPSW	Seismic Design for Special Plate Shear Wall Based on AISC 341-05 & AISC 360-05
44	Steel Column	Steel Column Design Based on AISC Manual 13th Edition (AISC 360-05)
45	Steel Stair	Steel Stair Design Based on AISC 360-05
46	Triple W Shapes	Simply Supported Member of Triple W-Shapes Design Based on AISC 360-05
47	Metal Truss	Light Gage Truss Design Based on AISI 2001 & ER-4943P
48	Web Tapered Frame	Web Tapered Frame Design Based on AISC-ASD 9th, Appendix F
49	Web Tapered Girder	Web Tapered Girder Design Based on AISC-ASD 9th, Appendix F
50	Weld Connection	Weld Connection Design Based on AISC 360-05
51	WF Opening	Check Capacity of WF Beam at Opening Based on AISC 360-05

	Concrete Design Group
1	Anchorage to Concrete	Base Plate and Group Anchors Design Based on ACI 318-05 & AISC 360-05
2	Circular Column	Circular Column Design Based on ACI 318-05
3	Concrete Column	Concrete Column Design Based on ACI 318-05
4	Concrete Beam	Concrete Beam Design Based on ACI 318-05
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 318-05 / IBC 06 / CBC 07
7	Composite Member	Prestressed Composite Section Design
8	Concrete Pool	Concrete Pool Design Based on ACI 318-05
9	Corbel	Corbel Design Based on IBC 06 / ACI 318-05
10	Coupling Beam	Coupling Beam Design Based on ACI 318-05 / IBC 06
11	Deep Beam	Deep Beam Design Based on ACI 318-05
12	Concrete Development & Splice	Development & Splice of Reinforcement Based on ACI 318-05
13	Equipment Mounting	Design for Equipment Anchorage Based on IBC 06 / CBC 07 Chapter A
14	Existing Shear Wall	Verify Existing Concrete Shear Wall Based on ASCE 41-06 / CBC 07 / IBC 06
15	Friction	Shear Friction Reinforcing Design Based on ACI 318-05
16	Pipe Concrete Column	Pipe Concrete Column Design Based on ACI 318-05
17	Prestressed Member	Design for Prestressed Member
18	PT-Concrete Floor	Design of Post-Tensioned Concrete Floor Based on ACI 318-05
19	Punching	Slab Punching Design Based on ACI 318-05
20	Concrete Slab	Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-05
21	Concrete Diaphragm	Concrete Diaphragm in-plane Shear Design Based on ACI 318-08
22	SMRF - ACI	Seismic Design for Special Moment Resisting Frame Based on ACI 318-05
23	Special Shear Wall - IBC	Special Reinforced Concrete Shear Wall Design Based on ACI 318-05 / IBC 06
24	Suspended Anchorage	Suspended Anchorage to Concrete Based on IBC 06 / CBC 07
25	Tiltup Panel	Tilt-up Panel Design based on ACI 318-05
26	Two Way Slab	Two-Way Slab Design Based on ACI 318-05 using Finite Element Method
27	Wall Pier	Wall Pier Design Based on CBC 07 / IBC 2003 / IBC 06
28	Beam Penetration	Design for Concrete Beam with Penetration Based on ACI 318-05
29	Column Supporting Discontinuous	Column Supporting Discontinuous System Based on CBC 2001/ ACI 318-05
30	Anchorage to Pedestal	Anchorage to Pedestal Design Based on ACI 318-05 & AISC 360-05
31	Plate Shell Element	Plate/Shell Element Design Based on ACI 318-05

Technical Support

You will receive, by email attachments or a downloading link, your purchased spreadsheets within 48 hours. For package purchaser, please email us your left top logo with your order.


Multi-user:	Single Package License for five users at one location. ($1388)
	Two Package License for twenty users at two locations of a company. ($2640)
	Three Package License for multiple offices of a company. ($3960)

Upgrade for Package Purchaser:	First year - first time FREE. Second or more $99 per request.
(including new software)	Second year - first time $66, Second or more $99 per request
	Third year or later - $99 per request.

Custom Software

We provide custom spreadsheet service for multi-package purchaser. When you email us your custom spreadsheet requirements, please tell us your purchased multi-license number and attach an example of your calculations with drawings.

e - Structural Consultant

We offer quality structural analysis for package purchaser, including new construction, retrofit, and response of plan checker's comment. Most calculations can be done and emailed out within 24 hours, after the service payment received. Please email us your design issue with your purchased package license number, then we will send you an invoice if we accepted.

Disclaimer

We do not provide unprotected spreadsheet, original software code. DO NOT UNPROTECT the spreadsheets, otherwise some calculation, at random times, will be inadequate and entire Package data base changed when printing out. The IP address and time which linked our web site will be recorded.

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. Daniel T. Li Engineering International Inc.’s entire liability 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.