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Structural Design Software provides software which created using Microsoft Windows Excel 2010/2013 or 2016 Office 365. Each spreadsheet contains formulas, reference code sections, and graphic drawings. The software are nice and easy on all Win 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 (xlsb/xlsm filename extension), a Package of all 306 listed software, the normal price is $1850 (less than $7 per software).

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1     New Roof Loads     Support Design, for New Loads on Existing Roof, Based on ASCE 41-17, AISC 360-16 & ACI 318-14
2     Shade Structure Wind     Wind Analysis for Shade Open Structure Based on ASCE 7-16, 10 & 05
3     Circular Structure Wind     Wind Analysis for Circular Structure Based on ASCE 7-16
4     Metal Pipe/Riser     MCE Level Seismic Design for Metal Pipe/Riser Based on ASCE 7-16 & AISI S100
5     Rigid Diaphragm     Rotation Analysis of Rigid Diaphragm Based on 2015 IBC / 2016 CBC (Why not Semi-Rigid?)
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 7-16, 10 & 05
10     Roof Screen/Equipment Wind     Wind Load, on Roof Screen / Roof Equipment, Based on ASCE 7-16, 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 360-10/16 & ACI 318-14
16     Interior Wall Lateral Force     Interior Wall Lateral Forces Based on 2015 IBC / 2016 CBC
17     Lateral Frame Formulas     Lateral Frame Formulas
18     Live Load     Live Load Reduction Based on ASCE 7-16, 2015 IBC / 2016 CBC
19     Seismic - ASCE7-16     Seismic Analysis Based on ASCE 7-16 (Equivalent Lateral Force Procedure & Modal Response Spectrum Analysis)
20     Wind - ASCE7-16     Wind Analysis Based on ASCE 7-16
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 360-10/16, ACI 318-14, and IBC 1807.3
25     Sign Wind     Wind Analysis for Freestanding Wall & Sign Based on ASCE 7-16, 10 & 05
26     Snow     Snow Load Analysis Based on ASCE 7-16, 10, 05, & UBC
27     Wall Lateral Force - CBC     Lateral Force for One-Story Wall Based on 2016 CBC
28     Wall Lateral Force - IBC     Lateral Force for One-Story Wall Based on 2016 CBC/2015 IBC
29     High-Rise Building     High-Rise Structural Embedded Design Based on 2016 CBC/2015 IBC
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 7-16
32     Wind Alternate Method     Wind Analysis for Alternate All-Heights Method, Based on ASCE 7-16
33     Ceiling Seismic Loads     Suspended Ceiling Seismic Loads Based on ASCE 7-16
34     Response Spectrum Generator     Earthquake Response Spectrum Generator
35     Tornado and Hurricane     Wind Analysis for Tornado and Hurricane Based on 2016 CBC/2015 IBC 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 (Monorail Column) using Post-Tensioning
38     Blast Mitigation     Blast/Explosion Deformation Mitigation for Gravity Column using Post-Tensioning
39     Wind - Solar Panels     Wind Design for Rooftop Solar Panels Based on ASCE 7-16
40     Wind - ASCE7-10     Wind Analysis Based on ASCE 7-10, Including Roof Solar Panel Loads
41     Self-Centering Frame     Self-Centering Lateral Frame Design Based on ASCE 7-16, AISC 360-10/16 & ACI 318-14
42     General Beam     General Beam Analysis, including Lateral-Torsional Buckling Length
43     Trussed Tower Wind     Wind Analysis for Trussed Tower Based on ASCE 7-16
44     PT Lateral Frame     Post-Tensioned Lateral Frame Analysis using Finite Element Method
45     External PT Beam     Beam Strengthening Analysis Using External Post-Tensioning Systems
46     Later Drift Compatibility     Lateral Drift Compatibility Analysis using Finite Element Method
47     Sloped Diaphram Analysis     Seismic Analysis for Sloped Flexible Diaphragm
48     Floor Vibration     Two-Way Floor Vibration Design Based on The Structural Engineer, Vol. 94-1, 2016
49     Retrofit Weak Story     Retrofit Soft, Weak, or Open-Front Story Based on FEMA P807/ASCE 41-17 (LA Ordinance 183893 & 184081)
50     Four Story Moment Frame     Four Story Moment Frame Analysis using Finite Element Method
51     4 Level Shelving     Lateral Loads of 4 Level Shelving, with Hilti Anchorage, Based on ASCE 7-16
52     Box Moment Frame     Box Moment Frame Analysis for Enhanced/New Wall Opening
53     Seismic vs Wind     Three, Two, and One Story Comparison of Seismic and Wind Based on 2015 IBC / 2016 CBC
54     Bracing Flexible Diaphragm     Flexible Diaphragm Retrofit Design with Tension Rod Cross Bracing
55     Base Isolated Building     Base Isolated Building Design Based on ASCE 7-16
56     Canopy Wind     Wind Load on Canopy Based on ASCE 7-16 Section 30.11
57     Seismic - 2015 IBC     Seismic Analysis Based on 2016 CBC/2015 IBC (Equivalent Lateral Force Procedure, ASCE 7-16)
58     Bin Silo Wind     Wind Analysis for Bin or Silo, Supported by Columns, Based on ASCE 7-16
59     Circular Diaphragm     Circular Flexible Diaphragm Analysis
60     Seismic - Single Family Dwellings     Seismic Analysis for Family Dwellings Based on 2015 IBC / 2016 CBC & ASCE 7-16
61     Reversed Lateral Frame     Reversed Lateral Frame Design Based on ASCE 41-17 & 7-16, AISC 360-16 & ACI 318-14 (LA Ordinance 183893 & 184081)

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1     Filled Composite Column     Filled Composite Column Design Based on AISC 360-10/16 & ACI 318-14
2     Cellular Beam     Cellular Beam Design Based on AISC 360-10/16
3     Double Angle Capacity     Double Angle Capacity Based on AISC 360-10/16
4     Metal Studs     Metal Member Design Based on AISI S100/SI-10 (2015 IBC) & ICBO ER-4943P
5     SMRF - CBC     Seismic Design for Special Moment Resisting Frames Based on 2016 CBC
6     SCBF-Parallel     Seismic Design for Special Concentrically Braced Frames Based on CBC/IBC & AISC 341-10/16
7     SCBF-Perpendicular     Bracing Connection Design, with Perpendicular Gusset, Based on CBC/IBC & AISC 341-10/16
8     Column Above Beam     Connection Design for Column above Beam, Based on AISC Manual & AISC 360-10/16
9     Beam Gravity     Steel Gravity Beam Design Based on AISC 360-10/16
10     WF Beam with Torsion     WF Simply Supported Beam Design with Torsional Loading Based on AISC 360-10/16
11     HSS (Tube, Pipe) Torsion     HSS (Tube, Pipe) Member Design with Torsional Loading Based on AISC 360-10/16
12     Fixed Bolted Joint     Fixed Bolted Joint, with Beam Sitting on Top of Column, Based on AISC 358-10/16 8ES/4ES & FEMA-350
13     Brace Connection     Typical Bracing Connection Capacity Based on AISC 360-10/16
14     BRBF     Buckling-Restrained Braced Frames Based on AISC 360-10/16 & AISC 341-10/16
15     BSEP - SMF     Bolted Seismic Moment Connection Based on AISC 341-10/16, 358-10/16, 360-10/16 & FEMA-350
16     Bolted Moment Connection     Bolted Non-Seismic Moment Connection Based on AISC 341-10/16, 358-10/16, 360-10/16 & FEMA-350
17     Channel Capacity     Channel Steel Member Capacity Based on AISC 360-10/16
18     Composite Collector Beam     Composite Collector Beam with Seismic Loads Based on 2016 CBC / 2015 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 360-10/16 / 2015 IBC / 2016 CBC
21     Composite Floor Girder     Composite Girder Design Based on AISC 360-10/16 / 2015 IBC / 2016 CBC
22     Drag Connection     Drag Connection Based on AISC 360-10/16 & AISC 341-10/16
23     Drag Forces for Brace Frame     Drag / Collector Forces for Brace Frame
24     EBF - CBC     Seismic Design for Eccentrically Braced Frames Based on 2016 CBC & AISC 341-10/16
25     EBF - IBC     Seismic Design for Eccentrically Braced Frames Based on 2015 IBC & AISC 341-10/16
26     Enhanced Composite Beam     Enhanced Composite Beam Design Based on AISC 360-10/16 / 2015 IBC / 2016 CBC
27     Enhanced Steel Beam     Enhanced Steel Beam Design Based on AISC 360-10/16
28     Exterior Metal Stud Wall     Exterior Metal Stud Wall Design Based on AISI S100/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/SI-10, ER-5762 & ER-4943P
32     Metal Shear Wall Opening     Metal Shear Wall with an Opening Based on AISI S100/SI-10, ER-5762 & ER-4943P
33     Metal Z Purlins     Metal Z-Purlins Design Based on AISI S100/SI-10
34     OCBF - CBC     Ordinary Concentrically Braced Frames Based on 2016 CBC & AISC 341-10/16
35     OCBF - IBC     Ordinary Concentrically Braced Frames Based on 2015 IBC & AISC 341-10/16
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 2016 CBC
38     OMRF - IBC     Intermediate/Ordinary Moment Resisting Frames Based on 2015 IBC
39     Plate Girder     Plate Girder Design Based on AISC 360-10/16
40     Rectangular Section     Rectangular Section Member Design Based on AISC 360-10/16
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 360-10/16
43     SMRF - IBC     Special Moment Resisting Frames Based on 2015 IBC, AISC 341-10/16 & 358-10/16
44     SPSW     Seismic Design for Special Plate Shear Wall Based on AISC 341-10/16 & AISC 360-10/16
45     Steel Column     Steel Column Design Based on AISC 360-10/16
46     Steel Stair     Steel Stair Design Based on AISC 360-10/16
47     Triple W Shapes     Simply Supported Member of Triple W-Shapes Design Based on AISC 360-10/16
48     Portal Frame     Portal Frame Analysis using Finite Element Method
49     Web Tapered Portal     Web Tapered Portal Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
50     Web Tapered Frame     Web Tapered Frame Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
51     Web Tapered Girder     Web Tapered Girder Design Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25
52     Weld Connection     Weld Connection Design Based on AISC 360-10/16
53     WF Opening     Check Capacity of WF Beam at Opening Based on AISC 360-10/16
54     Moment across Girder     Design for Fully Restrained Moment Connection across Girder Based on AISC 360-10/16
55     Beam Bolted Splice     Beam Bolted Splice Design Based on AISC 360-10/16
56     C-PSW/CF     Composite Plate Shear Wall Design Based on AISC 341-16 & ACI 318-14 - Concrete Filled (C-PSW/CF)
57     MT-OCBF/SCBF     Multi-Tiered Braced Frame Design Based on AISC 341-16
58     HSS-WF Capacity     Tube, Pipe, or WF Member Capacity Based on AISC 360-10/16
59     T-Shape Capacity     T-Shape Member Capacity Based on AISC 360-10/16
60     Cantilever Column     Cantilever Column & Footing Design Based on AISC 360-10/16, ACI 318-14, and IBC 1807.3
61     Metal Truss     Light Gage Truss Design Based on AISI S100/SI-10 & ER-4943P
62     Sleeve Joint Connection     Sleeve Joint Connection Design, for Steel Cell Tower / Sign, Based on AISC 360-10/16
63     Moment to Column Web     Moment Connection Design for Beam to Weak Axis Column Based on AISC 360-10/16
64     Beam Connection     Beam Connection Design Based on AISC 360-10/16
65     ConXL     Seismic Bi-axial Moment Frame Design Based on AISC 358-10/16 & ACI 318-14
66     Bolt Connection     Bolt Connection Design Based on AISC 360-10/16
67     SCCS and/or OCCS     Cantilever Column System (SCCS/OCCS) Design Based on AISC 341-10/16/360-10/16 & ACI 318-14
68     Non-Prismatic Composite Girder     Non-Prismatic Composite Girder Design Based on AISC 360-10/16 / 2016 CBC / 2015 IBC
69     Endplate Connection     Endplate Splice Moment Connection Based on AISC 341-10/16, 358-10/16, 360-10/16 & FEMA-350
70     Z-Profile Tread and Riser     Flexure Capacity for Z-Profile Tread and Riser Based on AISC 360-10/16
71     Strong-Column Weak-Beam     Strong-Column Weak-Beam Design Based on AISC 341-10/16 and AISC 360-10/16
72     Thin Composite Beam     Thin Composite Beam/Collector Design Based on AISC 360-10/16 & ACI 318-14
73     Angle Capacity     Angle Steel Member Capacity Based on AISC 360-10/16
74     Seismic Column     Filled Composite Column (FCC) Design for C-SMF/C-IMF/C-OCF Based on ASCE 7-16, AISC 341-16 & ACI 318-14
75     SCBF for 2-Story     Plastic Mechanism Analysis, for Capacity-Limited Horizontal Seismic Load Effect, Based on AISC 341-16
76     SCBF for 3-Story     Plastic Mechanism Analysis, for Capacity-Limited Horizontal Seismic Load Effect, Based on AISC 341-16
77     SCBF for 4-Story     Plastic Mechanism Analysis, for Capacity-Limited Horizontal Seismic Load Effect, Based on AISC 341-16
78     T-SMF Connection     Double-Tee Connection Design for SMF Based on AISC 341-10/16, 358-16, 360-10/16

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1     PT-Slab on Ground     Design of PT Slabs on Expansive Soil Ground Based on PTI DC10.5-12 & PTI 3rd Edition
2     Basement Concrete Wall     Basement Concrete Wall Design Based on ACI 318-14
3     Flagpole     Flagpole Footing Design Based on 2015 IBC Chapter 18
4     Masonry Retaining Wall     Masonry Retaining / Fence Wall Design Based on TMS 402-16/13 & ACI 318-14
5     Concrete Retaining Wall     Concrete Retaining Wall Design Based on ACI 318-14
6     Masonry-Concrete Retaining Wall     Retaining Wall Design, for Masonry Top & Concrete Bottom, Based on TMS 402-16/13 & ACI 318-14
7     Concrete Pier     Concrete Pier (Isolated Deep Foundation) Design Based on ACI 318-14
8     Concrete Pile     Drilled Cast-in-place Pile Design Based on ACI 318-14
9     Pile Caps     Pile Cap Design for 4, 3, 2-Piles Pattern Based on ACI 318-14
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     Caisson     Caisson Design Based on 2015 IBC & 2016 CBC
13     Eccentric Footing     Eccentric Footing Design Based on ACI 318-14
14     Basement Masonry Wall     Basement Masonry Wall Design Based on TMS 402-16/13
15     Basement Column     Basement Column Supporting Lateral Resisting Frame Based on ACI 318-14
16     MRF-Grade Beam     Grade Beam Design for Moment Resisting Frame Based on ACI 318-14
17     Brace Grade Beam     Grade Beam Design for Brace Frame Based on ACI 318-14
18     Grade Beam     Two Pads with Grade Beam Design Based on ACI 318-14 & AISC 360-10/16
19     Circular Footing     Circular Footing Design Based on ACI 318-14
20     Combined Footing     Combined Footing Design Based on ACI 318-14
21     Boundary Spring Generator     Mat Boundary Spring Generator
22     Deep Footing     Deep Footing Design Based on ACI 318-14
23     Footing at Piping     Design of Footing at Piping Based on ACI 318-14
24     Irregular Footing Soil Pressure     Soil Pressure Determination for Irregular Footing
25     PAD Footing     Pad Footing Design Based on ACI 318-14
26     Plain Concrete Footing     Plain Concrete Footing Design Based on ACI 318-14
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 2016 CBC Chapter A
29     Tank Footing     Tank Footing Design Based on ACI 318-14
30     Temporary Footing for Rectangular Tank     Temporary Tank Footing Design Based on ACI 318-14
31     Under Ground Well     Under Ground Well Design Based on ACI 350-06 & ACI 318-14
32     Stud Bearing Wall Footing     Footing Design for Stud Bearing Wall Based on 2015 IBC / ACI 318-14
33     Wall Footing     Footing Design of Shear Wall Based on ACI 318-14
34     Fixed Moment Condition     Fixed Moment Condition Design Based on ACI 318-14
35     Flood Way     Concrete Floodway Design Based on ACI 350-06 & ACI 318-14
36     Lateral Earth Pressure     Lateral Earth Pressure of Rigid Wall Based on AASHTO 17th & 2015 IBC
37     Shoring     Sheet Pile Wall Design Based on 2015 IBC / 2016 CBC / ACI 318-14
38     Composite Element Durability     Composite Element Design Based on AISC 360-10/16 & ACI 318-14
39     Seismic Earth Pressure     Seismic Earth Pressure of Deep Stiff Wall Based on FEMA P-750 & AASHTO/IBC
40     Free Standing Wall     Free Standing Masonry & Conctere Wall Design Based on TMS 402-16/13 & ACI 318-14
41     Rectangular Machine Footing     Rectangular Machine or Tank Footing Design Based on ACI 318-14
42     Tieback Wall     Sheet Pile Wall, with Tieback Anchors, Design Based on AASHTO (HB-17), 2015 IBC & ACI 318-14

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1     Masonry Shear Wall - CBC     Masonry Shear Wall Design Based on 2016 CBC Chapter A (both ASD and SD)
2     Masonry Shear Wall - IBC     Masonry Shear Wall Design Based on TMS 402-16/13 & 2015 IBC (both ASD and SD)
3     Anchorage to Masonry     Fastener Anchorage Design in Masonry Based on TMS 402-16/13
4     Flush Wall Pilaster - CBC     Masonry Flush Wall Pilaster Design Based on 2016 CBC Chapter A
5     Flush Wall Pilaster - IBC     Masonry Flush Wall Pilaster Design Based on TMS 402-16/13 & 2015 IBC
6     Bearing Wall Opening     Design of Masonry Bearing Wall with Opening Based on TMS 402-16/13
7     Bending Post at Top Wall     Design for Bending Post at Top of Wall, Based on TMS 402-16/13
8     Development Splice Masonry     Development & Splice of Reinforcement in Masonry Based on TMS 402-16/13 & 2015 IBC & 2016 CBC
9     Elevator for DSA / OSHPD     Elevator Masonry Wall Design Based on 2016 CBC Chapter A & 2015 IBC
10     Girder at Wall     Design for Girder at Masonry Wall Based on TMS 402-16/13
11     Horizontal Bending Wall     Masonry Wall Design at Horizontal Bending Based on TMS 402-16/13
12     Masonry Beam     Masonry Beam Design Based on TMS 402-16/13
13     Masonry Bearing Wall - CBC     Allowable & Strength Design of Masonry Bearing Wall Based on 2016 CBC Chapter A
14     Masonry Bearing Wall - IBC     Allowable & Strength Design of Masonry Bearing Wall Based on TMS 402-16/13
15     Masonry Column - CBC     Masonry Column Design Based on 2016 CBC Chapter A
16     Masonry Column - IBC     Masonry Column Design Based on TMS 402-16/13 & 2015 IBC
17     Beam to Wall     Beam to Wall Anchorage Design Based on TMS 402-16/13
18     Collector to Wall     Collector to Wall Connection Design Based on TMS 402-16/13
19     Hybrid Masonry Wall     Hybrid Masonry Wall Design Based on TMS 402-16/13
20     PT-Masonry Shear Wall     Post-Tensioned Masonry Shear Wall Design Based on TMS 402-16/13 (LEED Gold)
21     Masonry Shear Wall Opening     Masonry Shear Wall with Opening Design Using Finite Element Method
22     Masonry Cracking     Anticipated Cracking Design of Masonry Wall Based on TMS 402-16
23     Existing Column Enhancement     Existing Column Enhancement Based on 2015 IEBC, ASCE 41-17 & ACI 318-14/TMS 402-16
24     Existing Wall Enhancement     Existing Wall Enhancement Based on 2015 IEBC, ASCE 41-17 & ACI 318-14/TMS 402-16

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1     CLT Two Way Floor     Two-Way Floor Design Based on NDS 2015, using Cross-Laminated Timber (CLT), by FEM
2     To Fix Sagging Beam     To Fix Sagging Beam, Using External Post-Tensioning Systems, Based on NDS 2015
3     Perforated Shear Wall     Perforated Shear Wall Design Based on 2015 IBC / 2016 CBC / NDS 2015
4     Shear Wall Opening     Wood Shear Wall with an Opening Based on 2015 IBC / 2016 CBC / NDS 2015
5     Wood Beam     Wood Beam Design Based on NDS 2015
6     Cantilever Beam     Gravity Wood Beam Design Based on NDS 2015
7     Diaphragm-Ledger-CMU Wall     Connection Design for Wall & Diaphragm Based on 2015 IBC / 2016 CBC
8     Double Joist     Double Joist Design for Equipment Based on NDS 2015, ICC PFC-4354 & PFC-5803
9     Drag Forces     Drag / Collector Force Diagram Generator
10     Equipment Anchorage     Equipment Anchorage to Wood Roof Based on NDS 2015 / 2015 IBC / 2016 CBC
11     Lag Screws Connection     Lag Screw Connection Design Based on NDS 2015
12     Subdiaphragm     Subdiaphragm Design Based on ASCE 7-10
13     Toe Nail     Toe-Nail Connection Design Based on NDS 2015
14     Top Plate Connection     Top Plate Connection Design Based on NDS 2015
15     Wood Truss     Wood Truss Design Based on NDS 2015
16     Wood Bolt Connection     Bolt Connection Design Based on NDS 2015
17     Wood Diaphragm     Wood Diaphragm Design Based on NDS 2015
18     Wood Joist     Wood Joist Design Based on NDS 2015 / NDS 01, ICC PFC-4354 & PFC-5803
19     Wood Shear Wall     Shear Wall Design Based on 2015 IBC / 2016 CBC / NDS 2015 (Why Ev NOT Applied?)
20     Wood Design Tables     Tables for Wood Post Design Based on NDS 2015
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 2015
23     Green Composite Wall     Composite Strong Wall Design Based on ACI 318-14, AISI S100/SI-10 & ER-4943P
24     Bending Post at Column     Connection Design for Bending Post at Concrete Column Based on NDS 2015 & ACI 318-14
25     Curved Member     Curved Wood Member (Wood Torsion) Design Based on NDS 2015
26     Wood Member     Wood Member (Beam, Column, Brace, Truss Web & Chord) Design Based on NDS 2015
27     Strong Custom Frame     4E-SMF with Wood Nailer Design Based on AISC 358-10/16 & NDS 2015
28     Hybrid Member     Hybrid Member (Wood & Metal) Design Based on NDS 2015, AISI S100 & ICBO ER-4943P
29     Beam Reinforcement     Beam Reinforcement Design by Finite Element Method
30     Wood Pole Pile     Wood Pole or Pile Design Based on NDS 2015
31     Bamboo Shear Wall     Shear Wall Design, using Laminated Bamboo, Based on NDS 2015
32     Wood Repair and Protection     Wood Repair & Protection Design Based on 2016 CEBC, ASCE 41-17, ACI 318-14 & NDS 2015
33     CLT Shear Wall     Shear Wall Design, using Cross-Laminated Timber (CLT), Based on NDS 2015
34     Mechanically Laminated Decking     Mechanically Laminated Decking Design Based on 2016 CBC/2015 IBC 2304.9

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1     Custom Metric Bars     Flexural & Axial Design for Custom Metric Bars Based on Linear Distribution of Strain
2     Voided Biaxial Slab     Voided Two-Way Slab Design Based on ACI 318-14
3     Anchorage to Concrete     Base Plate and Group Anchors Design Based on ACI 318-14 & AISC 360-10/16
4     Anchorage to Pedestal     Anchorage to Pedestal Design Based on ACI 318-14 & AISC 360-10/16
5     Circular Column     Circular Column Design Based on ACI 318-14
6     Concrete Column     Concrete Column Design Based on ACI 318-14
7     Super Composite Column     Super Composite Column Design Based on AISC 360-10/16 & ACI 318-14
8     Special Shear Wall - CBC     Special Concrete Shear Wall Design Based on ACI 318-14 & 2016 CBC Chapter A
9     Ordinary Shear Wall     Ordinary Concrete Shear Wall Design Based on ACI 318-14
10     Concrete Pool     Concrete Pool Design Based on ACI 318-14
11     Corbel     Corbel Design Based on 2015 IBC / ACI 318-14
12     Coupling Beam     Coupling Beam Design Based on ACI 318-14
13     Deep Beam     Deep Beam Design Based on ACI 318-14
14     Non Deep Beam     Typical Member Section (Non Deep Beam) Design Based on ACI 318-14
15     Equipment Mounting     Design for Equipment Anchorage Based on ASCE 7-10 Supplement 1 & 2016 CBC Chapter A
16     Existing Shear Wall     Verify Existing Concrete Shear Wall Based on ASCE 41-17 / 2016 CBC / 2015 IBC
17     Friction     Shear Friction Reinforcing Design Based on ACI 318-14
18     Pipe Concrete Column     Pipe Concrete Column Design Based on ACI 318-14
19     PT-Concrete Floor     Design of Post-Tensioned Concrete Floor Based on ACI 318-14
20     Punching     Slab Punching Design Based on ACI 318-14
21     Concrete Slab     Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-14
22     Voided Section Capacity     Voided Section Design Based on ACI 318-14
23     Concrete Diaphragm     Concrete Diaphragm in-plane Shear Design Based on ACI 318-14
24     SMRF - ACI     Seismic Design for Special Moment Resisting Frame Based on ACI 318-14
25     Special Shear Wall - IBC     Special Reinforced Concrete Shear Wall Design Based on ACI 318-14 & 2015 IBC
26     Suspended Anchorage     Suspended Anchorage to Concrete Based on 2015 IBC & 2016 CBC
27     Tiltup Panel     Tilt-up Panel Design based on ACI 318-14
28     Wall Pier     Wall Pier Design Based on 2016 CBC & 2015 IBC
29     Beam Penetration     Design for Concrete Beam with Penetration Based on ACI 318-14
30     Column Supporting Discontinuous     Column Supporting Discontinuous System Based on ACI 318-14
31     Plate Shell Element     Plate/Shell Element Design Based on ACI 318-14
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 318-14 & ACI 313-16
34     Concrete Beam     Concrete Beam Design, for New or Existing, Based on ACI 318-14
35     Anchorage with Circular Base Plate     Anchorage Design, with Circular Base Plate, Based on ACI 318-14 & AISC 360-10/16
36     Direct Composite Beam     Composite Beam/Collector Design, without Metal Deck, Based on AISC 360-10/16 & ACI 318-14
37     Multi-Story Tilt-Up     Multi-Story Tilt-Up Wall Design Based on ACI 318-14
38     Composite Moment Connection     Composite Moment Connection Design Based on ACI 318-14
39     Concrete Development & Splice     Development & Splice of Reinforcement Based on ACI 318-14
40     Two Way Slab     Two-Way Slab Design Based on ACI 318-14 using Finite Element Method
41     Existing Beam Enhancement     Existing Concrete Beam Enhancement Based on 2015 IEBC, ASCE 41-17 & ACI 318-14
42     Existing Floor Enhancement     Existing Concrete Floor Enhancement Based on 2015 IEBC, ASCE 41-17 & ACI 318-14

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1     Arch Bridge     Arch Bridge Analysis using Finite Element Method
2     Bridge Concrete Column     Bridge Column Design Based on AASHTO 17th & ACI 318-14
3     Bridge Box Section     Bridge Design for Prestressed Concrete Box Section Based on AASHTO 17th Edition & ACI 318-14
4     Concrete Tunnel     Concrete Tunnel Design Based on AASHTO-17th & ACI 318-14
5     Double Tee     Prestressed Double Tee Design Based on AASHTO 17th Edition & ACI 318-14
6     Concrete Box Culvert     Concrete Box Culvert Design Based on AASHTO 17th Edition & ACI 318-14
7     Steel Road Plate     Steel Road Plate Design Based on AASHTO 17th Edition & AISC 360-10/16 using Finite Element Method
8     Flange Tapered Girder     Flange Tapered Plate Girder Design Based on AISC 360-10/16
9     Prestressed Concrete Pole/Pile     Prestressed Concrete Circular Hollow Pole/Pile Design Based on ACI 318-14 & AASHTO 17th
10     Falsework     Falsework Design for Steel Girder Bridge Based on NDS 2015 & AASHTO 17th
11     Polygon Capacity     Polygon Section Member (Tubular Steel Pole) Design Based on ASCE 48-14
12     Concrete Wall-Mount     Mounting Design on Concrete Wall/Tunnel Based on FEMA E-74, 2015 IBC, and 2016 CBC Chapter A
13     Truss Bridge     Truss Analysis using Finite Element Method
14     Bridge Concrete Girder     Prestressed Concrete Girder Design for Bridge Structure Based on AASHTO 17th Edition & ACI 318-14
15     Vehicular Barrier Wall     Vehicular Barrier Wall Design Based on ASCE 7-10 & ACI 318-14
16     Footbridge Vibration     Footbridge Vibration Design Based on The Structural Engineer, Vol. 94-1, 2016
17     MSE Wall     Design of Mechanically Stabilized Earth Wall Based on AASHTO/2015 IBC & TMS 402-16/13
18     Elastomeric Bearing Bridge     Elastomeric Bearing Bridge Analysis using Finite Element Method
19     Cable Structure     Cable Structure Design Based on ASCE 19-10 & AASHTO 17th

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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

The program FEDRA is an efficient tool for a complete design of masonry buildings, according to Eurocode 6. The masonry design is based on finite element analysis of each wall. The concrete floors and columns are designed according to Eurocode 2, and the timber roofs according to Eurocode 5. The seismic loads are defined as static horizontal loads, with a reverse triangular distribution. The building is defined with a drawing package included in the program. The building topology, load transferring, finite element modelling and dimensioning are automatically performed.

The wave forecasting methods are both empirical and theoretical. Many factors are involved in wave forecasting, especially in restricted fetch areas. The wave forecasting methods are based on semi-empirical relations (SMB methods, Sverdrup, Munk, and Bretschneider), which link the significant wave height Hs and significant wave period Ts to wind speed U, fetch length F, and water depth. The wave forecasting procedures is largely graphical, and laborious.

Floating marinas, floating breakwaters and floating bridges are long structures made up of pontoons which are connected between them rigidly or with flexible connectors, and they are anchored at the bottom of the sea with mooring lines. They are usually placed in protected water regions. The waves in these regions are short crested waves. The dynamic analysis of long floating structures in short crested waves must take into account the special characteristics of the short crested wave loading, and the frequency depended load correlation along the structure.

WOODexpress. Structural Timber design software. A program for design and dimensioning of timber components, and timber roofs according to Eurocode 5 (EC5). In a graphic environment you design roof trusses and elements of timber structures. WOODexpress simplifies all the repetitive and time-consuming every day calculations for timber elements and timber roofs. Detailed report with calculations, automatic generation of truss drawings and details of connections.

Design tables for Structural Steel Sections according to Eurocode 3, EN 1993-1-1:2005

Design of Steel portal frame structures according to Eurocode 3

• All the loading conditions and load combinations according to Eurocode 0 and 1
• Seismic design according to Eurocode 8
• Design of the steel structure, according to Eurocode 3-1-1
• Steel joints according to Eurocode 3-1-8
• Lateral bracing system according to Eurocode 3-1
• Concrete foundation according to Eurocode 2-1 and Eurocode 7-1
• Detailed drawings of the structure and the connections

With STEELexpress you can easily design structural elements of structural steel.

With BETONexpress you can easily design structural elements of reinforced concrete. For each structural element, you specify the basic dimensions, loads and material properties, and you obtain the detailed concrete design in ultimate limit state (ULS), and in serviceability limit state (SLS).