Technical Support | Concrete | Wood | Foundation | Aluminum & Glass | Masonry | Infrastructure | Lateral | Steel | (Contact) |
This web site provides structural design 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/Phone. 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.
The top benefit of the software is VAB Events, which is the same as blockchain. (The blockchain doesn't disrupt databases, but it disrupts how databases get SYNCHRONIZED between each other.) When purchaser input a single cell value, all section forces/analysis CON-CURRENTLY balanced/updated per structural mechanics.
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 397 listed software, the normal price is $1850. (We sell entire Package Licenses, not individual.)
(What's New?) | (User's Book) | (Unit Conversions) |
Masonry Design Group |
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1 | Masonry Shear Wall - CBC | Masonry Shear Wall Design Based on 2022 CBC Chapter A (both ASD and SD) | |||||
2 | Masonry Shear Wall - IBC | Masonry Shear Wall Design Based on TMS 402-16 & 2024 IBC (both ASD and SD) | |||||
3 | Anchorage to Masonry | Fastener Anchorage Design in Masonry Based on TMS 402-16 | |||||
4 | Flush Wall Pilaster - CBC | Masonry Flush Wall Pilaster Design Based on 2022 CBC Chapter A | |||||
5 | Flush Wall Pilaster - IBC | Masonry Flush Wall Pilaster Design Based on TMS 402-16 & 2024 IBC | |||||
6 | Bearing Wall Opening | Design of Masonry Bearing Wall with Opening Based on TMS 402-16 | |||||
7 | Bending Post at Top Wall | Design for Bending Post at Top of Wall, Based on TMS 402-16 | |||||
8 | Development Splice Masonry | Development & Splice of Reinforcement in Masonry Based on TMS 402-16 & 2024 IBC & 2022 CBC | |||||
9 | Elevator for DSA / OSHPD | Elevator Masonry Wall Design Based on 2022 CBC Chapter A & 2024 IBC | |||||
10 | Girder at Wall | Design for Girder at Masonry Wall Based on TMS 402-16 | |||||
11 | Horizontal Bending Wall | Masonry Wall Design at Horizontal Bending Based on TMS 402-16 | |||||
12 | Masonry Beam | Masonry Beam Design Based on TMS 402-16 | |||||
13 | Masonry Bearing Wall - CBC | Allowable & Strength Design of Masonry Bearing Wall Based on 2022 CBC Chapter A | |||||
14 | Masonry Bearing Wall - IBC | Allowable & Strength Design of Masonry Bearing Wall Based on TMS 402-16 | |||||
15 | Masonry Column - CBC | Masonry Column Design Based on 2022 CBC Chapter A | |||||
16 | Masonry Column - IBC | Masonry Column Design Based on TMS 402-16 & 2024 IBC | |||||
17 | Beam to Wall | Beam to Wall Anchorage Design Based on TMS 402-16 | |||||
18 | Collector to Wall | Collector to Wall Connection Design Based on TMS 402-16 | |||||
19 | Hybrid Masonry Wall | Hybrid Masonry Wall Design Based on TMS 402-16 | |||||
20 | PT-Masonry Shear Wall | Post-Tensioned Masonry Shear Wall Design Based on TMS 402-16 (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 318-19/TMS 402-16 | |||||
24 | Existing Wall Enhancement | Existing Wall Enhancement Based on 2015 IEBC, ASCE 41-17 & ACI 318-19/TMS 402-16 | |||||
25 | Grillage Beam Wall | Design for Grillage Beam Masonry Wall Based on TMS 402-16 | |||||
26 | Masonry Element | Masonry Plate/Shell Element Design (ASD) Based on 2024 IBC & TMS 402-16 | |||||
27 | Lightly Loaded Column | Lightly Loaded Column Design Based on TMS 402-16 (UNCRACKED and CRACKED) | |||||
Infrastructure (Bridge) Design Group |
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1 | Repairing Bridge | Bridge Design and Repair, by Added New Arch, using Finite Element Method | |||||
2 | Bridge Concrete Column | Bridge Column Design Based on AASHTO 17th & ACI 318-19 | |||||
3 | Bridge Box Section | Bridge Design for Prestressed Concrete Box Section Based on AASHTO 17th Edition & ACI 318-19 | |||||
4 | Concrete Tunnel | Concrete Tunnel Design Based on AASHTO-17th & ACI 318-19 | |||||
5 | Double Tee | Prestressed Double Tee Design Based on AASHTO 17th Edition & ACI 318-19 | |||||
6 | Concrete Box Culvert | Concrete Box Culvert Design Based on AASHTO 17th Edition & ACI 318-19 | |||||
7 | Steel Road Plate | Steel Road Plate Design Based on AASHTO 17th Edition & AISC 360-22 using Finite Element Method | |||||
8 | Flange Tapered Girder | Flange Tapered Plate Girder Design Based on AISC 360-22 | |||||
9 | Prestressed Concrete Pole/Pile | Prestressed Concrete Circular Hollow Pole/Pile Design Based on ACI 318-19 & AASHTO 17th | |||||
10 | Falsework | Falsework Design for Steel Girder Bridge Based on NDS 2024 & 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, 2024 IBC, and 2022 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 318-19 | |||||
15 | Vehicular Barrier Wall | Vehicular Barrier Wall Design Based on ASCE 7-22 & ACI 318-19 | |||||
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/2024 IBC & TMS 402-16 | |||||
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 | |||||
20 | Arch Bridge | Arch Bridge Analysis using Finite Element Method | |||||
21 | Arch Bridge Limits | Arch Bridge Limits Analysis Based on ACI 318-19, AISC 360-22 & AASHTO-17th | |||||
22 | Bollard Anchorage | Bollard/Flagpole Anchorage Design Based on ACI 318-19 | |||||
23 | Wildlife Crossing | Wildlife Crossing Design Based on AASHTO-17th & ACI 318-19 | |||||
24 | Curved Pipe Tube | Curved Steel HSS (Tube, Pipe) Member Design Based on AISC 360-22 | |||||
25 | Articulating Concrete Block | Articulating Concrete Block (ACB) Design Based on NCMA ACB Manual 2nd Edition | |||||
26 | Hybrid Retaining | Hybrid Retaining Structural Design Based on 2024 IBC/AASHTO, TMS 402-16 & AISC 360-22 | |||||
27 | Super Composite Girder | Super Composite Girder Design Based on 2022 CBC / 2024 IBC, AISC 360-22 & ACI 318-19 | |||||
28 | Tower Drift | Tower Drift Analysis for Cable Stayed Bridge by Finite Element Method | |||||
29 | Underground Vault | Masonry Vault Design Based on 2024 IBC & TMS 402-16 | |||||
30 | Railway Subgrade | Subgrade Design for Heavy Haul Railway on Soft Soil Based on AASHTO & ACI 318-19 | |||||
31 | Underground Rectangular Box | Underground Rectangular Section Design using Finite Element Method | |||||
32 | Gabion Retaining Wall | Design of Gabion Retaining Wall Based on AASHTO 17th & 2024 IBC | |||||
33 | Steel Sheet Piling | Steel Retaining Wall Design Based on 2024 IBC / 2022 CBC & AISC 360-22 | |||||
34 | Cantilever Diaphragm | Cantilever Diaphragm Analysis using Tension-Only Braced Frame | |||||
35 | Vehicle Security Barriers | Vehicle Security Barrier Design Based on AASHTO-17th, 2024 IBC, AISC 341-22, & ACI 318-19 | |||||
36 | Fiber Wrap Column | Column Repair Design of Carbon Fiber Wrap Based on 2024 IBC, ACI 318-19, & AASHTO-17th | |||||
37 | Post-Compression Structure | Post-Compression Structure Analysis using Finite Element Method | |||||
38 | Hybrid Suspension Bridge | Hybrid Suspension Bridge Design Based on ASCE 19-10 & AASHTO 17th | |||||
39 | Heavy Loads Concrete Slab | Analysis of Concrete Floor Slabs on Grade Subjected to Heavy Loads Based on AASHTO/ACI 318-19 | |||||
40 | Seismic Slope Stability | Seismic Slope Stability Analysis Based on Mononobe-Okabe Method, AASHTO 17th & 2024 IBC | |||||
41 | Flexible Pipe Cover | Flexible Pipe Cover Design Based on AASHTO / NCSPA Design Manual | |||||
42 | Curved Rigid Footing | Curved Rigid Footing Design Based on ASCE 41-17 & ACI 318-19 | |||||
43 | CSP Deep Foundation | CSP Deep Foundation Design Based on 2024 IBC, ACI 318-19 & AASHTO 17th | |||||
44 | Trans Mountain Pipeline | Trans Mountain Pipeline Design Based on AISC 360-22 | |||||
45 | Thermal Expansion Contraction | Axial Design Force from Thermal Expansion and Contraction | |||||
Aluminum & Glass Design |
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1 | Aluminum I or WF Member | Aluminum I or WF Member Capacity Based on Aluminum Design Manual 2015 (ADM-I) | |||||
2 | Aluminum C or CS Member | Aluminum C or CS Member Capacity Based on Aluminum Design Manual 2015 (ADM-I) | |||||
3 | Aluminum RT Member | Aluminum RT Member Capacity Based on Aluminum Design Manual 2015 (ADM-I) | |||||
4 | Aluminum PIPE Member | Aluminum PIPE Member Capacity Based on Aluminum Design Manual 2015 (ADM-I) | |||||
5 | Structural Glass | Glass Wall/Window/Stair Design, Based on ASTM E1300, using Finite Element Method | |||||
6 | P-Delta Effect | P-Delta Effect Analysis by Finite Element Method | |||||
7 | Copper Pipe | Copper Pipe Design using Finite Element Method | |||||
8 | Bent Pipe | Bent Copper Pipe Design using Finite Element Method | |||||
Concrete Design Group |
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1 | Custom Metric Bars | Flexural & Axial Design for Custom Metric Bars Based on Linear Distribution of Strain (ACI 318-19) | |||||
2 | Voided Biaxial Slab | Voided Two-Way Slab Design Based on ACI 318-19 | |||||
3 | Anchorage to Concrete | Base Plate and Group Anchors Design Based on ACI 318-19 & AISC 360-22 | |||||
4 | Anchorage to Pedestal | Anchorage to Pedestal Design Based on ACI 318-19 & AISC 360-22 | |||||
5 | Circular Column | Circular Column Design Based on ACI 318-19 | |||||
6 | Concrete Column | Concrete Column Design Based on ACI 318-19 | |||||
7 | Super Composite Column | Super Composite Column Design Based on AISC 360-22 & ACI 318-19 | |||||
8 | Special Shear Wall - CBC | Special Concrete Shear Wall Design Based on ACI 318-19 & 2022 CBC Chapter A | |||||
9 | Ordinary Shear Wall | Ordinary Concrete Shear Wall Design Based on ACI 318-19 | |||||
10 | Concrete Pool | Concrete Pool Design Based on ACI 318-19 | |||||
11 | Corbel | Corbel Design Based on 2024 IBC / ACI 318-19 | |||||
12 | Coupling Beam | Coupling Beam Design Based on ACI 318-19 | |||||
13 | Deep Beam | Deep Beam Design Based on ACI 318-19 | |||||
14 | Non Deep Beam | Typical Member Section (Non Deep Beam) Design Based on ACI 318-19 | |||||
15 | Equipment Mounting | Design for Equipment Anchorage Based on ASCE 7-22 Supplement 1 & 2022 CBC Chapter A | |||||
16 | Existing Shear Wall | Verify Existing Concrete Shear Wall Based on ASCE 41-17 / 2022 CBC / 2024 IBC | |||||
17 | Friction | Shear Friction Reinforcing Design Based on ACI 318-19 | |||||
18 | Pipe Concrete Column | Pipe Concrete Column Design Based on ACI 318-19 | |||||
19 | PT-Concrete Floor | Design of Post-Tensioned Concrete Floor Based on ACI 318-19 | |||||
20 | Punching | Slab Punching Design Based on ACI 318-19 | |||||
21 | Concrete Slab | Concrete Slab Perpendicular Flexure & Shear Capacity Based on ACI 318-19 | |||||
22 | Voided Section Capacity | Voided Section Design Based on ACI 318-19 | |||||
23 | Concrete Diaphragm | Concrete Diaphragm in-plane Shear Design Based on ACI 318-19 | |||||
24 | SMRF - ACI | Seismic Design for Special Moment Resisting Frame Based on ACI 318-19 | |||||
25 | Special Shear Wall - IBC | Special Reinforced Concrete Shear Wall Design Based on ACI 318-19 & 2024 IBC | |||||
26 | Suspended Anchorage | Suspended Anchorage to Concrete Based on 2024 IBC & 2022 CBC | |||||
27 | Tiltup Panel | Tilt-up Panel Design based on ACI 318-19 | |||||
28 | Wall Pier | Wall Pier Design Based on 2022 CBC & 2024 IBC | |||||
29 | Beam Penetration | Design for Concrete Beam with Penetration Based on ACI 318-19 | |||||
30 | Column Supporting Discontinuous | Column Supporting Discontinuous System Based on ACI 318-19 | |||||
31 | Plate Shell Element | Plate/Shell Element Design Based on ACI 318-19 | |||||
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 7-22, ACI 318-19 & ACI 313-16 | |||||
34 | Concrete Beam | Concrete Beam Design, for New or Existing, Based on ACI 318-19 | |||||
35 | Anchorage with Circular Base Plate | Anchorage Design, with Circular Base Plate, Based on ACI 318-19 & AISC 360-22 | |||||
36 | Direct Composite Beam | Composite Beam/Collector Design, without Metal Deck, Based on AISC 360-22 & ACI 318-19 | |||||
37 | Multi-Story Tilt-Up | Multi-Story Tilt-Up Wall Design Based on ACI 318-19 | |||||
38 | Composite Moment Connection | Composite Moment Connection Design Based on ACI 318-19 | |||||
39 | Concrete Development & Splice | Development & Splice of Reinforcement Based on ACI 318-19 | |||||
40 | Two Way Slab | Two-Way Slab Design Based on ACI 318-19 using Finite Element Method | |||||
41 | Existing Beam Enhancement | Existing Concrete Beam Enhancement Based on 2015 IEBC, ASCE 41-17 & ACI 318-19 | |||||
42 | Existing Floor Enhancement | Existing Concrete Floor Enhancement Based on 2015 IEBC, ASCE 41-17 & ACI 318-19 | |||||
43 | Bearing Wall for ICF | Bearing Wall Design of Insulated Concrete Form (ICF) Based on ACI 318-19 & 2024 IBC | |||||
44 | Lintel for ICF | Lintel Design of Insulated Concrete Form (ICF) Based on ACI 318-19 & 2024 IBC | |||||
45 | Gusset To Wall | Design for Connection to Wall Based on AISC 360-22 & ACI 318-19 | |||||
46 | Irregular Section | Irregular Section Design of Concrete Beam/Column Based on & ACI 318-19 | |||||
47 | Coupled Shear Walls | Coupled Shear Walls Design Based on ASCE 7-22 & ACI 318-19 | |||||
48 | Concrete Stair | Concrete Stair Design Based on 2024 IBC & ACI 318-19 | |||||
49 | Slab on Wall | Design for Two-Way Concrete Slab on Wall Based on ACI 318-19 using Finite Element Method | |||||
Foundation Design Group |
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1 | Slope Stability Analysis | Slope (Wild Fired Mountain) Stability Analysis Based on AASHTO 17th & 2024 IBC | |||||
2 | Basement Concrete Wall | Basement Concrete Wall Design Based on ACI 318-19 | |||||
3 | Flagpole | Flagpole Footing Design Based on 2024 IBC Chapter 18 | |||||
4 | Masonry Retaining Wall | Masonry Retaining / Fence Wall Design Based on TMS 402-16 & ACI 318-19 | |||||
5 | Concrete Retaining Wall | Concrete Retaining Wall Design Based on ACI 318-19 | |||||
6 | Masonry-Concrete Retaining Wall | Retaining Wall Design, for Masonry Top & Concrete Bottom, Based on TMS 402-16 & ACI 318-19 | |||||
7 | Concrete Pier | Concrete Pier (Isolated Deep Foundation) Design Based on ACI 318-19 | |||||
8 | Concrete Pile | Drilled Cast-in-place Pile Design Based on ACI 318-19 | |||||
9 | Pile Caps | Pile Cap Design for 4, 3, 2-Piles Pattern Based on ACI 318-19 | |||||
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 2024 IBC & 2022 CBC | |||||
13 | Eccentric Footing | Eccentric Footing Design Based on ACI 318-19 | |||||
14 | Basement Masonry Wall | Basement Masonry Wall Design Based on TMS 402-16 | |||||
15 | Basement Column | Basement Column Supporting Lateral Resisting Frame Based on ACI 318-19 | |||||
16 | MRF-Grade Beam | Grade Beam Design for Moment Resisting Frame Based on ACI 318-19 | |||||
17 | Brace Grade Beam | Grade Beam Design for Brace Frame Based on ACI 318-19 | |||||
18 | Grade Beam | Two Pads with Grade Beam Design Based on ACI 318-19 & AISC 360-22 | |||||
19 | Circular Footing | Circular Footing Design Based on ACI 318-19 | |||||
20 | Combined Footing | Combined Footing Design Based on ACI 318-19 | |||||
21 | Boundary Spring Generator | Mat Boundary Spring Generator | |||||
22 | Deep Footing | Deep Footing Design Based on ACI 318-19 | |||||
23 | Footing at Piping | Design of Footing at Piping Based on ACI 318-19 | |||||
24 | Irregular Footing Soil Pressure | Soil Pressure Determination for Irregular Footing | |||||
25 | PAD Footing | Pad Footing Design Based on ACI 318-19 | |||||
26 | Plain Concrete Footing | Plain Concrete Footing Design Based on ACI 318-19 | |||||
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 2022 CBC Chapter A | |||||
29 | Tank Footing | Tank Footing Design Based on ACI 318-19, ASCE 7-22 & AWWA D103-19 | |||||
30 | Tank Anchorage | Tank Anchorage Design Based on ACI 318-19 & AWWA D103-19 | |||||
31 | Under Ground Well | Under Ground Well Design Based on ACI 350-06 & ACI 318-19 | |||||
32 | Stud Bearing Wall Footing | Footing Design for Stud Bearing Wall Based on 2024 IBC / ACI 318-19 | |||||
33 | Wall Footing | Footing Design of Shear Wall Based on ACI 318-19 | |||||
34 | Fixed Moment Condition | Fixed Moment Condition Design Based on ACI 318-19 | |||||
35 | Flood Way | Concrete Floodway Design Based on ACI 350-06 & ACI 318-19 | |||||
36 | Lateral Earth Pressure | Lateral Earth Pressure of Rigid Wall Based on AASHTO 17th & 2024 IBC | |||||
37 | Shoring | Sheet Pile Wall Design Based on 2024 IBC / 2022 CBC / ACI 318-19 | |||||
38 | Composite Element Durability | Composite Element (Tension Pile) Design Based on AISC 360-22 & ACI 318-19 | |||||
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 & ACI 318-19 | 41 | Rectangular Machine Footing | Rectangular Machine or Tank Footing Design Based on ACI 318-19 | 42 | Tieback Wall | Sheet Pile Wall, with Tieback Anchors, Design Based on AASHTO (HB-17), 2024 IBC & ACI 318-19 | 43 | Screw Piles | Screw Pile Design Based on 2024 IBC & AISC 360-22 | 44 | PT-Slab on Ground | Design of PT Slabs on Expansive Soil Ground Based on PTI DC10.5-12 & PTI 3rd Edition | 45 | Under Footing Sewer | Underground Utilities Way Design Based on AASHTO-17th & 2024 IBC | 46 | Landslide Repair | Landslide Repair Design Based on 2024 IBC, ACI 318-19 & AASHTO 17th | 47 | Ring Foundation | Ring Foundation Design Based on 2024 IBC & ACI 318-19 | 48 | Driven Pile | Driven Precast Concrete Pile Design Based on 2024 IBC & ACI 318-19 | 49 | Equipment Footing | Foundation Design for Dynamic Equipment Based on ACI 351.3 & ACI 318-19 | 50 | Counterfort Retaining Wall | Counterfort Retaining Wall Design Based on 2024 IBC & ACI 318-19 | 51 | Retaining Wall Repair | Retaining Wall Repair Design Based on AASHTO/2024 IBC & TMS 402-16 | 52 | Mat Foundation | RC Mat Slab Design Based on 2024 IBC, ACI 318-19, AASHTO 17th Edition & ACI 360 | 53 | Bin Wall | Trapezoidal Loads Retaining Wall Design Based on ACI 318-19 | 54 | Tree Root Foundation | Tree Root Foundation Design Based on AASHTO (HB-17), 2024 IBC & 2022 CBC | 55 | Elastic Strip Foundation | Elastic Strip Foundation Analysis using Finite Element Method Based on 2024 IBC | 56 | PT-Rebar Ground Slab | Design of PT Slabs with Rebar Stiffening Beam Based on ACI 318-19, PTI DC10.5-12 & PTI 3rd Edition |
57 | Temporary Footing for Rectangular Tank | Temporary Tank Footing Design Based on ACI 318-19 | |||||
58 | Sonotube Footing | Sonotube Footing Design Based on 2024 IBC, ASCE 7-22, & ACI 318-19 | |||||
59 | Rigid Footing Moment Capacity | Rigid Footing Moment Capacity Design Based on ASCE 41-17 & ACI 318-19 | |||||
Lateral Analysis Group |
1 | Seismic - ASCE 7-22 | Seismic Analysis Based on ASCE 7-22 (Equivalent Lateral Force Procedure & Modal Response Spectrum Analysis) | ||||
2 | Shade Structure Wind | Wind Analysis for Shade Open Structure Based on ASCE 7-22, 10 & 05 | |||||
3 | Circular Structure Wind | Wind Analysis for Circular Structure Based on ASCE 7-22 | |||||
4 | Metal Pipe/Riser | MCE Level Seismic Design for Metal Pipe/Riser Based on ASCE 7-22 & AISI S100 | |||||
5 | Rigid Diaphragm | Rotation Analysis of Rigid Diaphragm Based on 2024 IBC / 2022 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 7-22, 10 & 05 | |||||
10 | Roof Screen/Equipment Wind | Wind Load, on Roof Screen / Roof Equipment, Based on ASCE 7-22, 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 360-22 & ACI 318-19 | |||||
16 | Interior Wall Lateral Force | Interior Wall Lateral Forces Based on 2024 IBC / 2022 CBC | |||||
17 | Lateral Frame Formulas | Lateral Frame Formulas | |||||
18 | Live Load | Live Load Reduction Based on ASCE 7-22, 2024 IBC / 2022 CBC | |||||
19 | New Roof Loads | Support Design, for New Loads on Existing Roof, Based on ASCE 41-17, AISC 360-22 & ACI 318-19 | |||||
20 | Wind - ASCE7-22 | Wind Analysis Based on ASCE 7-22 | |||||
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 360-22, ACI 318-19, and IBC 1807.3 | |||||
25 | Sign Wind | Wind Analysis for Freestanding Wall & Sign Based on ASCE 7-22, 10 & 05 | |||||
26 | Snow | Snow Load Analysis Based on ASCE 7-22, 10, 05, & UBC | |||||
27 | Wall Lateral Force - CBC | Lateral Force for One-Story Wall Based on 2022 CBC | |||||
28 | Wall Lateral Force - IBC | Lateral Force for One-Story Wall Based on 2022 CBC/2024 IBC | |||||
29 | High-Rise Building | High-Rise Structural Embedded Design Based on 2022 CBC/2024 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 7-22 | |||||
32 | Wind Alternate Method | Wind Analysis for Building with h < 60 ft, Based on 2024 IBC/ASCE 7-22 | |||||
33 | Ceiling Seismic Loads | Suspended Ceiling Seismic Loads Based on ASCE 7-22 | |||||
34 | Response Spectrum Generator | Earthquake Response Spectrum Generator | |||||
35 | Tornado and Hurricane | Wind Analysis for Tornado and Hurricane Based on 2022 CBC/2024 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 7-22 | |||||
40 | Wind - ASCE7-16 | Wind Analysis Based on ASCE 7-16 | |||||
41 | Self-Centering Frame | Self-Centering Lateral Frame Design Based on ASCE 7-22, AISC 360-22 & ACI 318-19 | |||||
42 | General Beam | General Beam Analysis, including Lateral-Torsional Buckling Length | |||||
43 | Trussed Tower Wind | Wind Analysis for Trussed Tower Based on ASCE 7-22 | |||||
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 7-22 | |||||
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 2024 IBC / 2022 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 7-22 | |||||
56 | Canopy Wind | Wind Load on Canopy Based on ASCE 7-22 Section 30.9 | |||||
57 | Seismic - 2024 IBC | Seismic Analysis Based on 2021 IBC (Equivalent Lateral Force Procedure, ASCE 7-22) | |||||
58 | Bin Silo Wind | Wind Analysis for Bin or Silo, Supported by Columns, Based on ASCE 7-22 | |||||
59 | Circular Diaphragm | Circular Flexible Diaphragm Analysis | |||||
60 | Seismic - Single Family Dwellings | Seismic Analysis for Family Dwellings Based on 2024 IBC / 2022 CBC & ASCE 7-22 | |||||
61 | Reversed Lateral Frame | Reversed Lateral Frame Design Based on ASCE 41-17 & 7-22, AISC 360-22 & ACI 318-19 (LA Ordinance 183893 & 184081) | |||||
62 | Arch Roof Wind | Wind Analysis for Open Arch Roof Based on ASCE 7-22 | |||||
63 | Knee Braced | Knee Braced Moment Resisting Frame (KBRF) Analysis using Finite Element Method | |||||
64 | Green Roof | Green Roof Seismic Analysis Based on 2024 IBC, ASCE 41-17 & ASCE 7-22 | |||||
65 | Pole Mount Clamp | Pole Mount Clamp Design Based on ACI 318-19 & AISC 360-22 | |||||
66 | Ponding Design | Ponding Design for Roof Beam Based on 2024 IBC, 2022 CBC, & AISC 360-22 | |||||
67 | Typical Truss | Typical Truss Analysis by Finite Element Method Based on 2024 IBC / 2022 CBC | |||||
68 | Fink Truss | Fink Truss Analysis by Finite Element Method Based on 2024 IBC / 2022 CBC | |||||
69 | Howe Truss | Howe Truss Analysis by Finite Element Method Based on 2024 IBC / 2022 CBC | |||||
70 | Attic Truss | Attic Truss Analysis by Finite Element Method Based on 2024 IBC / 2022 CBC | |||||
71 | Floor Truss | Flat Truss Analysis by Finite Element Method Based on 2024 IBC / 2022 CBC | |||||
72 | Scissor Truss | Scissor Truss Analysis by Finite Element Method Based on 2024 IBC / 2022 CBC | |||||
73 | Solar Carport | Solar Carport Pole & Footing Design Based on AISC 360-22, ACI 318-19, and 2024 IBC 1807.3 | |||||
74 | Tension-Only Braced Frame | Tension-Only Braced Frame Analysis using Finite Element Method | |||||
75 | Nonbuilding Seismic | Nonbuilding Seismic Analysis Based on ASCE 7-22 Chapter 15 | |||||
76 | Two Span Frame | Two Span Moment Frame Analysis using Finite Element Method | |||||
77 | Set Back Frame | Set Back Moment Frame Analysis using Finite Element Method | |||||
78 | Container Building | Container Building Lateral Design Based on 2024 IBC / 2022 CBC & ASCE 7-22 | |||||
79 | Blast Loads | Determination of Blast Loads on Buildings Based on BIPS 06/FEMA 426, & UFC 3-340-02 | |||||
80 | Flood Design | Flood Design Based on ASCE 7-22 Supplement 2 & FEMA P-2345 | |||||
Wood Design Group |
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1 | To Fix Sagging Girder | To Fix Sagging Girder, by Bent HSS Tube Arch, Based on NDS 2024 & AISC 360-22 | |||||
2 | To Fix Sagging Beam | To Fix Sagging Beam, Using External Post-Tensioning Systems, Based on NDS 2024 | |||||
3 | Perforated Shear Wall | Perforated Shear Wall Design Based on 2024 IBC / 2022 CBC / NDS 2024 | |||||
4 | Shear Wall Opening | Wood Shear Wall with an Opening Based on 2024 IBC / 2022 CBC / NDS 2024 | |||||
5 | Wood Beam | Wood Beam Design Based on NDS 2024 | |||||
6 | Cantilever Beam | Gravity Wood Beam Design Based on NDS 2024 | |||||
7 | Diaphragm-Ledger-CMU Wall | Connection Design for Wall & Diaphragm Based on 2024 IBC / 2022 CBC | |||||
8 | Double Joist | Double Joist Design for Equipment Based on NDS 2024, ICC PFC-4354 & PFC-5803 | |||||
9 | Drag Forces | Drag / Collector Force Diagram Generator | |||||
10 | Equipment Anchorage | Equipment Anchorage to Wood Roof Based on NDS 2024 / 2024 IBC / 2022 CBC | |||||
11 | Lag Screws Connection | Lag Screw Connection Design Based on NDS 2024 | |||||
12 | Subdiaphragm | Subdiaphragm Design Based on ASCE 7-22 | |||||
13 | Toe Nail | Toe-Nail Connection Design Based on NDS 2024 | |||||
14 | Top Plate Connection | Top Plate Connection Design Based on NDS 2024 | |||||
15 | Wood Truss | Wood Truss Design Based on NDS 2024 | |||||
16 | Wood Bolt Connection | Bolt Connection Design Based on NDS 2024 | |||||
17 | Wood Diaphragm | Wood Diaphragm Design Based on SDPWS-21 | |||||
18 | Wood Joist | Wood Joist Design Based on NDS 2024 / NDS 01, ICC PFC-4354 & PFC-5803 | |||||
19 | Wood Shear Wall | Shear Wall Design Based on 2024 IBC / 2022 CBC / SDPWS-21 (Why Ev NOT Applied?) | |||||
20 | Wood Design Tables | Tables for Wood Post Design Based on NDS 2024 | |||||
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 2024 | |||||
23 | Green Composite Wall | Composite Strong Wall Design Based on ACI 318-19, AISI S100/SI-10 & ESR-3064P | |||||
24 | Bending Post at Column | Connection Design for Bending Post at Concrete Column Based on NDS 2024 & ACI 318-19 | |||||
25 | Curved Member | Curved Wood Member (Wood Torsion) Design Based on NDS 2024 | |||||
26 | Wood Member | Wood Member (Beam, Column, Brace, Truss Web & Chord) Design Based on NDS 2024 | |||||
27 | Strong Custom Frame | 4E-SMF with Wood Nailer Design Based on AISC 358-22 & NDS 2024 | |||||
28 | Hybrid Member | Hybrid Member (Wood & Metal) Design Based on NDS 2024, AISI S100 & ESR-3064P | |||||
29 | Beam Reinforcement | Beam Reinforcement Design by Finite Element Method | |||||
30 | Wood Pole Pile | Wood Pole or Pile Design Based on NDS 2024 | |||||
31 | Bamboo Shear Wall | Shear Wall Design, using Laminated Bamboo, Based on NDS 2024 | |||||
32 | Wood Repair and Protection | Wood Repair & Protection Design Based on 2016 CEBC, ASCE 41-17, ACI 318-19 & NDS 2024 | |||||
33 | CLT Shear Wall | Shear Wall Design, using Cross-Laminated Timber (CLT), Based on NDS 2024 | |||||
34 | Mechanically Laminated Decking | Mechanically Laminated Decking Design Based on 2022 CBC/2024 IBC 2304.9 | |||||
35 | CLT Two Way Floor | Two-Way Floor Design Based on NDS 2024, using Cross-Laminated Timber (CLT), by FEM | |||||
36 | Flitch Plate Beam | Flitch Plate Beam Design Based on AISC 360-22 & NDS 2024 | |||||
37 | Wood Anchorage | Sill Plate/Nailer Connection Design Based on NDS 2024 | |||||
38 | Cantilever Wood Diaphragm | Cantilever Wood Diaphragm Design Based on SDPWS-21 | |||||
39 | Notching Design | Notching Design for Wood and Steel Beam Based on 2024 IBC, NDS 2024, & AISC 360-22 | |||||
40 | Tudor Arches Design | Tudor Arches Design Using Finite Element Method in Structural Mechanics | |||||
41 | CLT Wall Wind | Wall of Cross-Laminated Timber (CLT) Design, for Perpendicular to Plane Loads, Based on NDS 2024 | |||||
Steel Design Group |
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1 | Filled Composite Column | Filled Composite Column Design Based on AISC 360-22 & ACI 318-19 | |||||
2 | Cellular Beam | Cellular Beam Design Based on AISC 360-22 | |||||
3 | Double Angle Capacity | Double Angle Capacity Based on AISC 360-22 | |||||
4 | Metal Studs | Metal Member Design Based on AISI S100/SI-10 (2024 IBC) & ESR-3064P | |||||
5 | SMRF - CBC | Seismic Design for Special Moment Resisting Frames Based on 2022 CBC | |||||
6 | SCBF-Parallel | Seismic Design for Special Concentrically Braced Frames Based on CBC/IBC & AISC 341-22 | |||||
7 | SCBF-Perpendicular | Bracing Connection Design, with Perpendicular Gusset, Based on CBC/IBC & AISC 341-22 | |||||
8 | Column Above Beam | Connection Design for Column above Beam, Based on AISC Manual & AISC 360-22 | |||||
9 | Beam Gravity | Steel Gravity Beam Design Based on AISC 360-22 | |||||
10 | WF Beam with Torsion | WF Simply Supported Beam Design with Torsional Loading Based on AISC 360-22 | |||||
11 | HSS (Tube, Pipe) Torsion | HSS (Tube, Pipe) Member Design with Torsional Loading Based on AISC 360-22 | |||||
12 | Fixed Bolted Joint | Fixed Bolted Joint, with Beam Sitting on Top of Column, Based on AISC 358-22 8ES/4ES & FEMA-350 | |||||
13 | Brace Connection | Typical Bracing Connection Capacity Based on AISC 360-22 | |||||
14 | BRBF | Buckling-Restrained Braced Frames Based on AISC 360-22 & AISC 341-22 | |||||
15 | BSEP - SMF | Bolted Seismic Moment Connection Based on AISC 341-22, 358-22, 360-22 & FEMA-350 | |||||
16 | Bolted Moment Connection | Bolted Non-Seismic Moment Connection Based on AISC 341-22, 358-22, 360-22 & FEMA-350 | |||||
17 | Channel Capacity | Channel Steel Member Capacity Based on AISC 360-22 | |||||
18 | Composite Collector Beam | Composite Collector Beam with Seismic Loads Based on 2022 CBC / 2024 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 360-22 / 2024 IBC / 2022 CBC | |||||
21 | Composite Floor Girder | Composite Girder Design Based on AISC 360-22 / 2024 IBC / 2022 CBC | |||||
22 | Drag Connection | Drag Connection Based on AISC 360-22 & AISC 341-22 | |||||
23 | Drag Forces for Brace Frame | Drag / Collector Forces for Brace Frame | |||||
24 | EBF - CBC | Seismic Design for Eccentrically Braced Frames Based on 2022 CBC & AISC 341-22 | |||||
25 | EBF - IBC | Seismic Design for Eccentrically Braced Frames Based on 2024 IBC & AISC 341-22 | |||||
26 | Enhanced Composite Beam | Enhanced Composite Beam Design Based on AISC 360-22 / 2024 IBC / 2022 CBC | |||||
27 | Enhanced Steel Beam | Enhanced Steel Beam Design Based on AISC 360-22 | |||||
28 | Exterior Metal Stud Wall | Exterior Metal Stud Wall Design Based on AISI S100/SI-10 & ESR-3064P | |||||
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 & ESR-3064P | |||||
32 | Metal Shear Wall Opening | Metal Shear Wall with an Opening Based on AISI S100/SI-10, ER-5762 & ESR-3064P | |||||
33 | Metal Z Purlins | Metal Z-Purlins Design Based on AISI S100/SI-10 | |||||
34 | OCBF - CBC | Ordinary Concentrically Braced Frames Based on 2022 CBC & AISC 341-22 | |||||
35 | OCBF - IBC | Ordinary Concentrically Braced Frames Based on 2024 IBC & AISC 341-22 | |||||
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 2022 CBC | |||||
38 | OMRF - IBC | Intermediate/Ordinary Moment Resisting Frames Based on 2024 IBC | |||||
39 | Plate Girder | Plate Girder Design Based on AISC 360-22 | |||||
40 | Rectangular Section | Rectangular Section Member Design Based on AISC 360-22 | |||||
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 360-22 | |||||
43 | SMRF - IBC | Special Moment Resisting Frames Based on 2024 IBC, AISC 341-22 & 358-22 | |||||
44 | SPSW | Seismic Design for Special Plate Shear Wall Based on AISC 341-22 & AISC 360-22 | |||||
45 | Steel Column | Steel Column Design Based on AISC 360-22 | |||||
46 | Steel Stair | Steel Stair Design Based on AISC 360-22 | |||||
47 | Triple W Shapes | Simply Supported Member of Triple W-Shapes Design Based on AISC 360-22 | |||||
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 360-22 | |||||
53 | WF Opening | Check Capacity of WF Beam at Opening Based on AISC 360-22 | |||||
54 | HSS Opening | Check Capacity of HSS Tube Beam at Opening Based on AISC 360-22 | |||||
55 | Beam Bolted Splice | Beam Bolted Splice Design Based on AISC 360-22 | |||||
56 | C-PSW/CF | Composite Plate Shear Wall Design Based on AISC 341-22 & ACI 318-19 - Concrete Filled (C-PSW/CF) | |||||
57 | MT-OCBF/SCBF | Multi-Tiered Braced Frame Design Based on AISC 341-22 | |||||
58 | HSS-WF Capacity | Tube, Pipe, or WF Member Capacity Based on AISC 360-22 | |||||
59 | T-Shape Capacity | T-Shape Member Capacity Based on AISC 360-22 | |||||
60 | Fence Column & Footing | Cantilever Column & Footing Design Based on AISC 360-22, ACI 318-19, and IBC 1807.3 | |||||
61 | Metal Truss | Light Gage Truss Design Based on AISI S100/SI-10 & ESR-3064P | |||||
62 | Sleeve Joint Connection | Sleeve Joint Connection Design, for Steel Cell Tower / Sign, Based on AISC 360-22 | |||||
63 | Moment to Column Web | Moment Connection Design for Beam to Weak Axis Column Based on AISC 360-22 | |||||
64 | Beam Connection | Beam Connection Design Based on AISC 360-22 | 65 | ConXL | Seismic Bi-axial Moment Frame Design Based on AISC 358-22 & ACI 318-19 | 66 | Bolt Connection | Bolt Connection Design Based on AISC 360-22 | 67 | SCCS and/or OCCS | Cantilever Column System (SCCS/OCCS) Design Based on AISC 341-22/360-22 & ACI 318-19 | 68 | Non-Prismatic Composite Girder | Non-Prismatic Composite Girder Design Based on AISC 360-22 / 2022 CBC / 2024 IBC | 69 | Endplate Connection | Endplate Splice Moment Connection Based on AISC 341-22, 358-22, 360-22 & FEMA-350 | 70 | Z-Profile Tread and Riser | Flexure Capacity for Z-Profile Tread and Riser Based on AISC 360-22 | 71 | Strong-Column Weak-Beam | Strong-Column Weak-Beam Design Based on AISC 341-22 and AISC 360-22 | 72 | Thin Composite Beam | Thin Composite Beam/Collector Design Based on AISC 360-22 & ACI 318-19 | 73 | Angle Capacity | Angle Steel Member Capacity Based on AISC 360-22 |
74 | Seismic Column | Filled Composite Column (FCC) Design for C-SMF/C-IMF/C-OCF Based on ASCE 7-22, AISC 341-22 & ACI 318-19 | |||||
75 | SCBF for 2-Story | Plastic Mechanism Analysis, for Capacity-Limited Horizontal Seismic Load Effect, Based on AISC 341-22 | |||||
76 | SCBF for 3-Story | Plastic Mechanism Analysis, for Capacity-Limited Horizontal Seismic Load Effect, Based on AISC 341-22 | |||||
77 | SCBF for 4-Story | Plastic Mechanism Analysis, for Capacity-Limited Horizontal Seismic Load Effect, Based on AISC 341-22 | |||||
78 | T-SMF Connection | Double-Tee Connection Design for SMF Based on AISC 341-22, 358-22, 360-22 | |||||
79 | Steel Corbel | Steel Corbel Design Based on AISC-ASD 9th, Appendix F | |||||
80 | Stiffeners | Proportions and Stiffeners Design for I-Shaped Member Based on AISC 360-22 | |||||
81 | Moment to Tube Column | Moment Connection Design for Beam to Tube Column Based on AISC 360-22 | |||||
82 | Prestressed Steel Arch | Prestressed Steel Arch Design Based on 2024 IBC/2022 CBC & AISC 360-22 | |||||
83 | Roof Bent Girder | Web-Tapered Roof Girder Design Based on AISC-ASD 9th Appendix F and 2024 IBC/2022 CBC 1605 | |||||
84 | Moment across Girder | Design for Fully Restrained Moment Connection across Girder Based on AISC 360-22 | |||||
85 | Forbidden City-TYP | Typical Frame Design of Web Curved Portal Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25 | |||||
86 | Forbidden City-HIP | Mono Hip Frame Design of Web Curved Portal Based on AISC-ASD 9th Appendix F and/or AISC Design Guide 25 | |||||
87 | Horizontal Bracing Connection | Horizontal Bracing Connection Design Based on AISC 360-22 | |||||
License: |
Single Package License for single user with one computer (for C:\Users\[1 name]\, NOT for 2 or more users using the same C:\Users\[1 name]\ ). ($1850 + )
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Two Package License for two users with five computers ( C:\Users\[2 names]\ ). ($3520 + )
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(For public safety of structural analysis correct, we do not sell Network Server Package License more. But new purchaser can still move/Save As/copy the software from the licensed PC to project folder of Network Server, then move/copy back to re-open.)
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(Buy by Amazon online, or email us for email invoice of Google Pay and/or PayPal.)
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Upgrade for Package Purchaser: | $489 per request. (Based on the End User License Agreement, if a purchaser does not want to update, the purchaser can use the Package on the licensed computer without expire. But if the purchaser wants to update new IBC/CBC Package license, including new software that released from the last purchased date, the purchaser has to pay the upgrading fee within each year) |
Wood | Lateral | Concrete | Steel | Aluminum & Glass | Masonry | Infrastructure | Foundation | (Purchase) |