Structural Design Software. This web site provides structural design software which created using Microsoft Windows Excel 2.
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 Auto.
Structural engineering software, spreadsheets, for analysis and design, including wood, lateral analysis, concrete, steel, aluminum, glass, masonry, bridge, foundation.
Buildings BIM delivers. This company used BIM structural engineering to improve design accuracy. engineering and entertainment software. About us; Careers. What is the best software program for structural. Below is a link to a website with rating for structural analysis and design software for Civil Engineering.
CAD. The Example is intended for re- use and is loaded with floating comments as well as Active. X 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/xls filename extension), a Package of all 2. Lateral Analysis Group.
Seismic vs Wind. Three, Two, and One Story Comparison of Seismic and Wind Based on 2. IBC / 2. 01. 3 CBC2. Wind - ASCE7- 1. 0Wind Analysis Based on ASCE 7- 1. Seismic - 2. 01. 5 IBCSeismic Analysis Based on ASCE 7- 1.
Structural Design Software, Analysis, 3D modelling, and Drafting for Steel, Concrete, Composite, Timber, Connections, Masonry, Pile Caps & Retaining walls. Reliable and Cheap Structural Engineering and Structural Drawing and Design Services in India. Reliable Structural Drafting and Cheap Design Services, Structural. Every day, Structural Engineers around the world use our range of powerful structural software to design and construct commercial buildings. Automated, optimized and.
Metal Pipe/Riser. MCE Level Seismic Design for Metal Pipe/Riser Based on ASCE 7- 1. AISI S1. 00. 5Rigid Diaphragm. Rotation Analysis of Rigid Diaphragm Based on 2. IBC / 2. 01. 3 CBC6. Flexible Diaphragm.
Flexible Diaphragm Analysis. Two Story Moment Frame. Two Story Moment Frame Analysis using Finite Element Method.
X - Braced Frame. X- Braced Frame Analysis using Finite Element Method. Open Structure Wind. Wind Analysis for Open Structure (Solar Panels) Based on ASCE 7- 1.
Roof Screen/Equipment Wind. Wind Load, on Roof Screen / Roof Equipment, Based on ASCE 7- 1. Axial Roof Deck. Axial Capacity of 1 1/2" Type "B" Roof Deck Based on ICBO ER- 2. P1. 2Deformation Compatibility. Column Deformation Compatibility Design using Finite Element Method.
Discontinuous Shear Wall. Discontinuous Shear Wall Analysis Using Finite Element Method. Flexible Diaphragm Opening. Flexible Diaphragm with an Opening Analysis. Hand Rail. Handrail Design Based on AISC 3. ACI 3. 18- 1. 41.
Interior Wall Lateral Force. Interior Wall Lateral Forces Based on 2.
IBC / 2. 01. 3 CBC1. Lateral Frame Formulas. Lateral Frame Formulas. Live Load. Live Load Reduction Based on ASCE 7- 1. IBC / 2. 01. 3 CBC1.
Seismic - Single Family Dwellings. Seismic Analysis for Family Dwellings Based on 2. IBC / 2. 01. 3 CBC2. Shade Structure Wind. Wind Analysis for Shade Open Structure Based on ASCE 7- 1. Shear Wall Forces. Shear Wall Analysis for Shear Wall with Opening Using Finite Element Method.
Shear Wall - New Opening. Relative Rigidity Determination for Shear Wall with New Opening. Shear Wall Rigidity. Rigidity for Shear Wall & Shear Wall with Opening Using Finite Element Method. Sign. Sign Design Based on AISC 3. ACI 3. 18- 1. 4, and IBC 1.
Sign Wind. Wind Analysis for Freestanding Wall & Sign Based on ASCE 7- 1. Snow. Snow Load Analysis Based on ASCE 7- 1. UBC2. 7Wall Lateral Force - CBCLateral Force for One- Story Wall Based on 2. CBC2. 8Wall Lateral Force - IBCLateral Force for One- Story Wall Based on 2.
IBC2. 9Seismic - 2. IBCSeismic Analysis Based on 2. IBC / 2. 01. 0 CBC3. Wind Girt Deflection. Wind Girt Deflection Analysis of Wood, Metal Stud, and/or Steel Tube. Storage Racks. Lateral Loads of Storage Racks, with Hilti & Red Head Anchorage, Based on ASCE 7- 1.
Wind Alternate Method. Wind Analysis for Alternate All- Heights Method, Based on ASCE 7- 1. Ceiling Seismic Loads. Suspended Ceiling Seismic Loads Based on ASCE 7- 1.
Response Spectrum Generator. Earthquake Response Spectrum Generator.
Tornado and Hurricane. Wind Analysis for Tornado and Hurricane Based on 2.
IBC Section 4. 23 & FEMA 3. Stiffness Matrix Generator. Stiffness Matrix Generator for Irregular Beam/Column. PT- Column Drift.
Lateral Drift Mitigation for Cantilever Column (Monorail Column) using Post- Tensioning. Blast Mitigation. Blast/Explosion Deformation Mitigation for Gravity Column using Post- Tensioning. Wind - SEAOC- PV2. Wind Design for Low- Profile Solar Photovoltaic Arrays on Flat Roof, Based on SEAOC PV2- 2. Wind - ASCE7- 0. 5Wind Analysis Based on ASCE 7- 0. Including Roof Solar Panel Loads.
Self- Centering Frame. Self- Centering Lateral Frame Design Based on ASCE 7- 1. AISC 3. 60- 1. 0 & ACI 3. General Beam. General Beam Analysis, including Lateral- Torsional Buckling Length. Trussed Tower Wind. Wind Analysis for Trussed Tower Based on ASCE 7- 1.
PT Lateral Frame. Post- Tensioned Lateral Frame Analysis using Finite Element Method. External PT Beam. Beam Strengthening Analysis Using External Post- Tensioning Systems.
Later Drift Compatibility. Lateral Drift Compatibility Analysis using Finite Element Method. Sloped Diaphram Analysis. Seismic Analysis for Sloped Flexible Diaphragm.
Floor Vibration. Two- Way Floor Vibration Design Based on The Structural Engineer, Vol. Retrofit Weak Story.
Retrofit Soft, Weak, or Open- Front Story Based on FEMA P8. ASCE 4. 1- 1. 3 (LA Ordinance)5. Four Story Moment Frame.
Four Story Moment Frame Analysis using Finite Element Method. Level Shelving. Lateral Loads of 4 Level Shelving, with Hilti Anchorage, Based on ASCE 7- 1. Foundation Design Group. Free Standing Wall. Free Standing Masonry & Conctere Wall Design Based on TMS 4.
ACI 3. 18- 1. 42. Eccentric Footing. Eccentric Footing Design Based on ACI 3. Flagpole. Flagpole Footing Design Based on 2. IBC Chapter 1. 84. Masonry Retaining Wall. Masonry Retaining / Fence Wall Design Based on TMS 4.
ACI 3. 18- 1. 45. Concrete Retaining Wall. Concrete Retaining Wall Design Based on ACI 3. Masonry- Concrete Retaining Wall. Retaining Wall Design, for Masonry Top & Concrete Bottom, Based on TMS 4. ACI 3. 18- 1. 47.
Concrete Pier. Concrete Pier (Isolated Deep Foundation) Design Based on ACI 3. Concrete Pile. Drilled Cast- in- place Pile Design Based on ACI 3. Pile Caps. Pile Cap Design for 4, 3, 2- Piles Pattern Based on ACI 3. Pile Cap Balanced Loads. Determination of Pile Cap Balanced Loads and Reactions.
Conventional Slab on Grade. Design of Conventional Slabs on Expansive & Compressible Soil Grade Based on ACI 3. PT- Slab on Ground. Design of PT Slabs on Expansive & Compressible Soil Based on PTI 3rd Edition. Basement Concrete Wall. Basement Concrete Wall Design Based on ACI 3.
Basement Masonry Wall. Basement Masonry Wall Design Based on TMS 4. Basement Column. Basement Column Supporting Lateral Resisting Frame Based on ACI 3.
MRF- Grade Beam. Grade Beam Design for Moment Resisting Frame Based on ACI 3. Brace Grade Beam. Grade Beam Design for Brace Frame Based on ACI 3. Grade Beam. Two Pads with Grade Beam Design Based on ACI 3.
AISC 3. 60- 1. 01. Circular Footing. Circular Footing Design Based on ACI 3. Combined Footing. Combined Footing Design Based on ACI 3. Boundary Spring Generator.
Mat Boundary Spring Generator. Deep Footing. Deep Footing Design Based on ACI 3. Footing at Piping. Design of Footing at Piping Based on ACI 3. Irregular Footing Soil Pressure.
Soil Pressure Determination for Irregular Footing. PAD Footing. Pad Footing Design Based on ACI 3. Plain Concrete Footing. Plain Concrete Footing Design Based on ACI 3. Restrained Retaining Wall. Restrained Retaining Masonry & Concrete Wall Design Based on TMS 4.
ACI 3. 18. 28. Retaining Wall for DSA /OSHPDRetaining Wall Design Based on 2. CBC Chapter A2. 9Tank Footing. Tank Footing Design Based on ACI 3. Temporary Footing for Rectangular Tank.
Temporary Tank Footing Design Based on ACI 3. Under Ground Well. Under Ground Well Design Based on ACI 3. ACI 3. 18- 1. 43.
Stud Bearing Wall Footing. Footing Design for Stud Bearing Wall Based on 2. IBC / ACI 3. 18- 1. Wall Footing. Footing Design of Shear Wall Based on ACI 3. Fixed Moment Condition. Fixed Moment Condition Design Based on ACI 3.
Flood Way. Concrete Floodway Design Based on ACI 3. ACI 3. 18- 1. 43. Lateral Earth Pressure.
Lateral Earth Pressure of Rigid Wall Based on AASHTO 1. IBC3. 7Shoring. Sheet Pile Wall Design Based on 2. IBC / 2. 01. 3 CBC / ACI 3. Composite Element Durability. Composite Element Design Based on AISC 3.
ACI 3. 18- 1. 43. Seismic Earth Pressure. Seismic Earth Pressure of Deep Stiff Wall Based on FEMA P- 7. AASHTO/IBC Bridge Design Group. Arch Bridge. Arch Bridge Analysis using Finite Element Method.
Bridge Concrete Column. Bridge Column Design Based on AASHTO 1.
ACI 3. 18- 1. 43. Bridge Box Section. Bridge Design for Prestressed Concrete Box Section Based on AASHTO 1. Edition & ACI 3. Concrete Tunnel. Concrete Tunnel Design Based on AASHTO- 1. ACI 3. 18- 1. 45. Double Tee. Prestressed Double Tee Design Based on AASHTO 1.
Edition & ACI 3. Concrete Box Culvert. Concrete Box Culvert Design Based on AASHTO 1.
Edition & ACI 3. Steel Road Plate. Steel Road Plate Design Based on AASHTO 1. Edition & AISC 3. Finite Element Method. Flange Tapered Girder.
Flange Tapered Plate Girder Design Based on AISC Manual 1. Edition (AISC 3. 60- 1. Prestressed Concrete Pole/Pile. Prestressed Concrete Circular Hollow Pole/Pile Design Based on ACI 3. AASHTO 1. 7th. 10. Falsework. Falsework Design for Steel Girder Bridge Based on NDS 2.
AASHTO 1. 7th. 11. Polygon Capacity. Polygon Section Member (Tubular Steel Pole) Design Based on ASCE 4. Concrete Wall- Mount.
Mounting Design on Concrete Wall/Tunnel Based on FEMA E- 7. IBC, and 2. 01. 3 CBC Chapter A1. Truss Bridge. Truss Analysis using Finite Element Method.
Bridge Concrete Girder. Prestressed Concrete Girder Design for Bridge Structure Based on AASHTO 1. Edition & ACI 3. Vehicular Barrier Wall. Vehicular Barrier Wall Design Based on ASCE 7- 1. ACI 3. 18- 1. 41. Footbridge Vibration.
Footbridge Vibration Design Based on The Structural Engineer, Vol. MSE Wall. Design of Mechanically Stabilized Earth Wall Based on AASHTO/2. IBC & TMS 4. 02- 1. Elastomeric Bearing Bridge. Elastomeric Bearing Bridge Analysis using Finite Element Method Masonry Design Group.
Masonry Shear Wall - CBCMasonry Shear Wall Design Based on 2. CBC Chapter A (both ASD and SD)2. Masonry Shear Wall - IBCMasonry Shear Wall Design Based on TMS 4.
IBC (both ASD and SD)3. Anchorage to Masonry. Fastener Anchorage Design in Masonry Based on TMS 4. IBC4. Flush Wall Pilaster - CBCMasonry Flush Wall Pilaster Design Based on 2.