Dưới đây là tổng hợp các bảng tính được lập trên nền tảng excel, được lập theo tiêu chuẩn AASHTO . Các bạn có thể tải về để tham khảo và vận dụng cho công việc của mình
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 | |||
Lateral Analysis Group |
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| 1 | Seismic – 2018 IBC | Seismic Analysis Based on 2018 IBC/ASCE 7-16 (Equivalent Lateral Force Procedure & Modal Response Spectrum Analysis) | |||
| 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 2018 IBC / 2019 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 318-19 | |||
| 16 | Interior Wall Lateral Force | Interior Wall Lateral Forces Based on 2018 IBC / 2019 CBC | |||
| 17 | Lateral Frame Formulas | Lateral Frame Formulas | |||
| 18 | Live Load | Live Load Reduction Based on ASCE 7-16, 2018 IBC / 2019 CBC | |||
| 19 | New Roof Loads | Support Design, for New Loads on Existing Roof, Based on ASCE 41-17, AISC 360-16 & ACI 318-19 | |||
| 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 318-19, 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 2019 CBC | |||
| 28 | Wall Lateral Force – IBC | Lateral Force for One-Story Wall Based on 2019 CBC/2018 IBC | |||
| 29 | High-Rise Building | High-Rise Structural Embedded Design Based on 2019 CBC/2018 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 Building with h < 60 ft, Based on 2018 IBC/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 2019 CBC/2018 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 318-19 | |||
| 42 | General Beam | General Beam Analysis, including Lateral-Torsional Buckling Length | |||
| 43 | Trussed Tower Wind | Wind Analysis for Trussed Tower Based on ASCE 7-16 | |||
| 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 2018 IBC / 2019 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 2019 CBC/2015 IBC (Equivalent Lateral Force Procedure, ASCE 7-10) | |||
| 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 2018 IBC / 2019 CBC & ASCE 7-16 | |||
| 61 | Reversed Lateral Frame | Reversed Lateral Frame Design Based on ASCE 41-17 & 7-16, AISC 360-16 & ACI 318-19 (LA Ordinance 183893 & 184081) | |||
| 62 | Arch Roof Wind | Wind Analysis for Open Arch Roof Based on ASCE 7-16 | |||
| 63 | Knee Braced | Knee Braced Moment Resisting Frame (KBRF) Analysis using Finite Element Method | |||
| 64 | Green Roof | Green Roof Seismic Analysis Based on 2018 IBC, ASCE 41-17 & ASCE 7-16 | |||
| 65 | Pole Mount Clamp | Pole Mount Clamp Design Based on ACI 318-19 & AISC 360-16 | |||
| 66 | Ponding Design | Ponding Design for Roof Beam Based on 2018 IBC, 2019 CBC, & AISC 360-16 | |||
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 360-10/16 | |||
| 4 | Anchorage to Pedestal | Anchorage to Pedestal Design Based on ACI 318-19 & AISC 360-10/16 | |||
| 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 360-10/16 & ACI 318-19 | |||
| 8 | Special Shear Wall – CBC | Special Concrete Shear Wall Design Based on ACI 318-19 & 2019 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 2018 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 7-10 Supplement 1 & 2019 CBC Chapter A | |||
| 16 | Existing Shear Wall | Verify Existing Concrete Shear Wall Based on ASCE 41-17 / 2019 CBC / 2018 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 & 2018 IBC | |||
| 26 | Suspended Anchorage | Suspended Anchorage to Concrete Based on 2018 IBC & 2019 CBC | |||
| 27 | Tiltup Panel | Tilt-up Panel Design based on ACI 318-19 | |||
| 28 | Wall Pier | Wall Pier Design Based on 2019 CBC & 2018 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 7-16, 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 360-10/16 | |||
| 36 | Direct Composite Beam | Composite Beam/Collector Design, without Metal Deck, Based on AISC 360-10/16 & 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 & 2018 IBC | |||
| 44 | Lintel for ICF | Lintel Design of Insulated Concrete Form (ICF) Based on ACI 318-19 & 2018 IBC | |||
| 45 | Gusset To Wall | Design for Connection to Wall Based on AISC 360-16 & ACI 318-19 | |||
Foundation Design Group |
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| 1 | Slope Stability Analysis | Slope (Wild Fired Mountain) Stability Analysis Based on AASHTO 17th & 2018 IBC | |||
| 2 | Basement Concrete Wall | Basement Concrete Wall Design Based on ACI 318-19 | |||
| 3 | Flagpole | Flagpole Footing Design Based on 2018 IBC Chapter 18 | |||
| 4 | Masonry Retaining Wall | Masonry Retaining / Fence Wall Design Based on TMS 402-16/13 & 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 402-16/13 & 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 2018 IBC & 2019 CBC | |||
| 13 | Eccentric Footing | Eccentric Footing Design Based on ACI 318-19 | |||
| 14 | Basement Masonry Wall | Basement Masonry Wall Design Based on TMS 402-16/13 | |||
| 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 360-10/16 | |||
| 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 2019 CBC Chapter A | |||
| 29 | Tank Footing | Tank Footing Design Based on ACI 318-19 | |||
| 30 | Temporary Footing for Rectangular Tank | Temporary Tank Footing Design Based on ACI 318-19 | |||
| 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 2018 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 & 2018 IBC | |||
| 37 | Shoring | Sheet Pile Wall Design Based on 2018 IBC / 2019 CBC / ACI 318-19 | |||
| 38 | Composite Element Durability | Composite Element (Tension Pile) Design Based on AISC 360-10/16 & 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 402-16/13 & 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), 2018 IBC & ACI 318-19 | |||
| 43 | Screw Piles | Screw Pile Design Based on 2018 IBC & AISC 360-16 | |||
| 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 & 2018 IBC | |||
| 46 | Landslide Repair | Landslide Repair Design Based on 2018 IBC, ACI 318-19 & AASHTO 17th | |||
| 47 | Ring Foundation | Ring Foundation Design Based on 2018 IBC & ACI 318-19 | |||
| 48 | Driven Pile | Driven Precast Concrete Pile Design Based on 2018 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 2018 IBC & ACI 318-19 | |||
| 51 | Retaining Wall Repair | Retaining Wall Repair Design Based on AASHTO/2018 IBC & TMS 402-16 | |||
| 52 | Mat Foundation | RC Mat Slab Design Based on 2018 IBC, ACI 318-19, AASHTO 17th Edition & ACI 360 | |||
| 53 | Bin Wall | Trapezoidal Loads Retaining Wall Design Based on ACI 318-19 | |||
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 360-10/16 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 318-19 & AASHTO 17th | |||
| 10 | Falsework | Falsework Design for Steel Girder Bridge Based on NDS 2018 & 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, 2018 IBC, and 2019 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 7-16 & 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/2018 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 | |||
| 20 | Arch Bridge | Arch Bridge Analysis using Finite Element Method | |||
| 21 | Arch Bridge Limits | Arch Bridge Limits Analysis Based on ACI 318-19, AISC 360-16 & 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 360-16 | |||
Wood Design Group |
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| 1 | To Fix Sagging Girder | To Fix Sagging Girder, by Bent HSS Tube Arch, Based on NDS 2018 & AISC 360-16 | |||
| 2 | To Fix Sagging Beam | To Fix Sagging Beam, Using External Post-Tensioning Systems, Based on NDS 2018 | |||
| 3 | Perforated Shear Wall | Perforated Shear Wall Design Based on 2018 IBC / 2019 CBC / NDS 2018 | |||
| 4 | Shear Wall Opening | Wood Shear Wall with an Opening Based on 2018 IBC / 2019 CBC / NDS 2018 | |||
| 5 | Wood Beam | Wood Beam Design Based on NDS 2018 | |||
| 6 | Cantilever Beam | Gravity Wood Beam Design Based on NDS 2018 | |||
| 7 | Diaphragm-Ledger-CMU Wall | Connection Design for Wall & Diaphragm Based on 2018 IBC / 2019 CBC | |||
| 8 | Double Joist | Double Joist Design for Equipment Based on NDS 2018, ICC PFC-4354 & PFC-5803 | |||
| 9 | Drag Forces | Drag / Collector Force Diagram Generator | |||
| 10 | Equipment Anchorage | Equipment Anchorage to Wood Roof Based on NDS 2018 / 2018 IBC / 2019 CBC | |||
| 11 | Lag Screws Connection | Lag Screw Connection Design Based on NDS 2018 | |||
| 12 | Subdiaphragm | Subdiaphragm Design Based on ASCE 7-16 | |||
| 13 | Toe Nail | Toe-Nail Connection Design Based on NDS 2018 | |||
| 14 | Top Plate Connection | Top Plate Connection Design Based on NDS 2018 | |||
| 15 | Wood Truss | Wood Truss Design Based on NDS 2018 | |||
| 16 | Wood Bolt Connection | Bolt Connection Design Based on NDS 2018 | |||
| 17 | Wood Diaphragm | Wood Diaphragm Design Based on NDS 2018 | |||
| 18 | Wood Joist | Wood Joist Design Based on NDS 2018 / NDS 01, ICC PFC-4354 & PFC-5803 | |||
| 19 | Wood Shear Wall | Shear Wall Design Based on 2018 IBC / 2019 CBC / NDS 2018 (Why Ev NOT Applied?) | |||
| 20 | Wood Design Tables | Tables for Wood Post Design Based on NDS 2018 | |||
| 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 2018 | |||
| 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 2018 & ACI 318-19 | |||
| 25 | Curved Member | Curved Wood Member (Wood Torsion) Design Based on NDS 2018 | |||
| 26 | Wood Member | Wood Member (Beam, Column, Brace, Truss Web & Chord) Design Based on NDS 2018 | |||
| 27 | Strong Custom Frame | 4E-SMF with Wood Nailer Design Based on AISC 358-10/16 & NDS 2018 | |||
| 28 | Hybrid Member | Hybrid Member (Wood & Metal) Design Based on NDS 2018, 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 2018 | |||
| 31 | Bamboo Shear Wall | Shear Wall Design, using Laminated Bamboo, Based on NDS 2018 | |||
| 32 | Wood Repair and Protection | Wood Repair & Protection Design Based on 2016 CEBC, ASCE 41-17, ACI 318-19 & NDS 2018 | |||
| 33 | CLT Shear Wall | Shear Wall Design, using Cross-Laminated Timber (CLT), Based on NDS 2018 | |||
| 34 | Mechanically Laminated Decking | Mechanically Laminated Decking Design Based on 2019 CBC/2018 IBC 2304.9 | |||
| 35 | CLT Two Way Floor | Two-Way Floor Design Based on NDS 2018, using Cross-Laminated Timber (CLT), by FEM | |||
| 36 | Flitch Plate Beam | Flitch Plate Beam Design Based on AISC 360-16 & NDS 2018 | |||
| 37 | Wood Anchorage | Sill Plate/Nailer Connection Design Based on NDS 2018 | |||
| 38 | Cantilever Wood Diaphragm | Cantilever Wood Diaphragm Design Based on NDS 2018 | |||
Masonry Design Group |
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| 1 | Masonry Shear Wall – CBC | Masonry Shear Wall Design Based on 2019 CBC Chapter A (both ASD and SD) | |||
| 2 | Masonry Shear Wall – IBC | Masonry Shear Wall Design Based on TMS 402-16/13 & 2018 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 2019 CBC Chapter A | |||
| 5 | Flush Wall Pilaster – IBC | Masonry Flush Wall Pilaster Design Based on TMS 402-16/13 & 2018 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 & 2018 IBC & 2019 CBC | |||
| 9 | Elevator for DSA / OSHPD | Elevator Masonry Wall Design Based on 2019 CBC Chapter A & 2018 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 2019 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 2019 CBC Chapter A | |||
| 16 | Masonry Column – IBC | Masonry Column Design Based on TMS 402-16/13 & 2018 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 318-19/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 | |||
Steel Design Group |
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| 1 | Filled Composite Column | Filled Composite Column Design Based on AISC 360-10/16 & ACI 318-19 | |||
| 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 (2018 IBC) & ESR-3064P | |||
| 5 | SMRF – CBC | Seismic Design for Special Moment Resisting Frames Based on 2019 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 2019 CBC / 2018 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 / 2018 IBC / 2019 CBC | |||
| 21 | Composite Floor Girder | Composite Girder Design Based on AISC 360-10/16 / 2018 IBC / 2019 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 2019 CBC & AISC 341-10/16 | |||
| 25 | EBF – IBC | Seismic Design for Eccentrically Braced Frames Based on 2018 IBC & AISC 341-10/16 | |||
| 26 | Enhanced Composite Beam | Enhanced Composite Beam Design Based on AISC 360-10/16 / 2018 IBC / 2019 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 & 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 2019 CBC & AISC 341-10/16 | |||
| 35 | OCBF – IBC | Ordinary Concentrically Braced Frames Based on 2018 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 2019 CBC | |||
| 38 | OMRF – IBC | Intermediate/Ordinary Moment Resisting Frames Based on 2018 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 2018 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 318-19 – 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 | Fence Column & Footing | Cantilever Column & Footing Design Based on AISC 360-16, 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 360-10/16 | |||
| 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 318-19 | |||
| 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 318-19 | |||
| 68 | Non-Prismatic Composite Girder | Non-Prismatic Composite Girder Design Based on AISC 360-10/16 / 2019 CBC / 2018 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 318-19 | |||
| 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 318-19 | |||
| 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 | |||
| 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 360-16 | |||
| 81 | Moment to Tube Column | Moment Connection Design for Beam to Tube Column Based on AISC 360-16 |
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