Subscribe to our Newsletter. Subscribe to get all the news, views, resources, comment and opinion on all things Architecture Design delivered straight to your inbox. Software. Software development. During the last 1. D Title Description Price Rating Dagra Software to digitize data from graphs for Engineering design calculations and analysis. Structural engineering software, spreadsheets, for analysis and design, including wood, lateral analysis, concrete, steel, aluminum, glass, masonry, bridge, foundation. CANDE is a specialpurpose, finite element computer program developed for the structural design and analysis of buried culverts and structures for all shapes and. What are Simply Supported Slabs Simply supported slabs are supported on columns or stanchions. They have support on all four sides. Simply supported slabs. The Concrete Pipe Association of Australasia has been providing concrete pipe design and selection software to Australian and New Zealand specifiers for over 10. 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Connection Design for Wall Diaphragm Based on 2. IBC 2. 01. 6 CBC8. Double Joist. Double Joist Design for Equipment Based on NDS 2. ICC PFC 4. 35. 4 PFC 5. Drag Forces. Drag Collector Force Diagram Generator. Equipment Anchorage. Equipment Anchorage to Wood Roof Based on NDS 2. IBC 2. 01. 6 CBC1. Lag Screws Connection. Lag Screw Connection Design Based on NDS 2. Subdiaphragm. Subdiaphragm Design Based on ASCE 7 1. Toe Nail. Toe Nail Connection Design Based on NDS 2. Top Plate Connection. Top Plate Connection Design Based on NDS 2. Wood Truss. Wood Truss Design Based on NDS 2. Wood Bolt Connection. Bolt Connection Design Based on NDS 2. Wood Diaphragm. Wood Diaphragm Design Based on NDS 2. Wood Joist. Wood Joist Design Based on NDS 2. NDS 0. 1, ICC PFC 4. PFC 5. 80. 31. 9Wood Shear Wall. Shear Wall Design Based on 2. IBC 2. 01. 6 CBC NDS 2. Wood Design Tables. Tables for Wood Post Design Based on NDS 2. Transfer Diaphragm Wood. Wood Diaphragm Design for a Discontinuity of Type 4 out of plane offset irregularity. Wood Column. Wood Post, Wall Stud, or King Stud Design Based on NDS 2. Green Composite Wall. Composite Strong Wall Design Based on ACI 3. AISI S1. 00SI 1. ER 4. P2. 4Bending Post at Column. Connection Design for Bending Post at Concrete Column Based on NDS 2. ACI 3. 18 1. 42. Curved Member. Curved Wood Member Wood Torsion Design Based on NDS 2. Wood Member. Wood Member Beam, Column, Brace, Truss Web Chord Design Based on NDS 2. Strong Custom Frame. E SMF with Wood Nailer Design Based on AISC 3. NDS 2. 01. 52. 8Hybrid Member. Hybrid Member Wood Metal Design Based on NDS 2. AISI S1. 00 ICBO ER 4. P2. 9Beam Reinforcement. Beam Reinforcement Design by Finite Element Method. Wood Pole Pile. Wood Pole or Pile Design Based on NDS 2. Bamboo Shear Wall. Shear Wall Design, using Laminated Bamboo, Based on NDS 2. CLT Two Way Floor. Two Way Floor Design Based on NDS 2. Cross Laminated Timber CLT, by FEM3. To Fix Sagging Beam. To Fix Sagging Beam, Using External Post Tensioning Systems, Based on NDS 2. Mechanically Laminated Decking. Mechanically Laminated Decking Design Based on 2. CBC2. 01. 5 IBC 2. Lateral Analysis Group. Seismic ASCE7 1. Seismic Analysis Based on ASCE 7 1. Equivalent Lateral Force Procedure Modal Response Spectrum Analysis2. Wind ASCE7 1. 6Wind Analysis Based on ASCE 7 1. Circular Structure Wind. Wind Analysis for Circular Structure Based on ASCE 7 1. Metal PipeRiser. MCE Level Seismic Design for Metal PipeRiser Based on ASCE 7 1. AISI S1. 00. 5Rigid Diaphragm. Rotation Analysis of Rigid Diaphragm Based on 2. IBC 2. 01. 6 CBC Why not Semi Rigid6. 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 ScreenEquipment Wind. 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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. Xfx Radeon Hd 6670 Drivers. 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. CBC2. 01. 5 IBC2. High Rise Building. High Rise Structural Embedded Design Based on 2. CBC2. 01. 5 IBC3. Wind Girt Deflection. Wind Girt Deflection Analysis of Wood, Metal Stud, andor 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. CBC2. 01. 5 IBC 4. FEMA 3. 613. 20. Stiffness Matrix Generator. Stiffness Matrix Generator for Irregular BeamColumn. PT Column Drift. Lateral Drift Mitigation for Cantilever Column Monorail Column using Post Tensioning. Blast Mitigation. BlastExplosion Deformation Mitigation for Gravity Column using Post Tensioning. Wind Solar Panels. Wind Design for Rooftop Solar Panels Based on ASCE 7 1. Wind ASCE7 1. 0Wind Analysis Based on ASCE 7 1. Including Roof Solar Panel Loads. Self Centering Frame. Self Centering Lateral Frame Design Based on ASCE 7 1. AISC 3. 60 1. 01. ACI 3. 18 1. 44. 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.