Concrete Structure Design Software

Risky new buildings A reporter is becoming increasingly concerned about some of the exciting structures and buildings that are being produced, with particular. Hydrotex Fabric Formed Concrete Solutions for marine and environmental erosion control, scour protection can reduce wave runup, flow velocities, resist erosive. PCAStructurePoint concrete design software programs for analysis, design, investigation of reinforced concrete buildings, bridges, tanks, foundations by ACI 318. Structural Design Software. This web site provides structural design software which created using Microsoft Windows Excel 2. Office 3. 65. Each spreadsheet contains formulas, reference code sections, and graphic drawings. The software are nice and easy on all Win TabletPAD. The analysis results can be copied and pasted to Auto. 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 xlsbxls filename extension, a Package of all 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. Hp Laserjet M1522 Driver Scanner Windows 7 there. Concrete Structure Design Software' title='Concrete Structure Design Software' />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. Safety A HurricaneProof Concrete House with a Designers Touch This 1,200squarefoot home will withstand up to 200mileperhour winds. BETONexpress Design of concrete structures according to Eurocode 2. Structural Design Software, Analysis, 3D modelling, and Drafting for Steel, Concrete, Composite, Timber, Connections, Masonry, Pile Caps Retaining walls. An information series from the national authority on concrete masonry technology NCMA TEK 1417A 1 SOFTWARE FOR THE STRUCTURAL DESIGN OF CONCRETE MASONRY. Concrete Mix Design. Introduction. The process of selecting suitable ingredients of concrete and determining their relative amounts with the objective of producing a. Sheeting Design is an intuitive program used to design anchorednonanchoredstrutted retaining walls Sheet pile, Soldier pile, Diaphragm, Pile walls. 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. Wind Load, on Roof Screen Roof Equipment, Based on ASCE 7 1. Axial Roof Deck. Axial Capacity of 1 12 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. 6 CBC1. Lateral Frame Formulas. Lateral Frame Formulas. Live Load. Live Load Reduction Based on ASCE 7 1. IBC 2. 01. 6 CBC1. Seismic Single Family Dwellings. Seismic Analysis for Family Dwellings Based on 2. IBC 2. 01. 6 CBC ASCE 7 1. 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. 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. Retrofit Soft, Weak, or Open Front Story Based on FEMA P8. ASCE 4. 1 1. 3 LA Ordinance5. 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. Box Moment Frame. Box Moment Frame Analysis for EnhancedNew Wall Opening. Seismic vs Wind. Three, Two, and One Story Comparison of Seismic and Wind Based on 2. IBC 2. 01. 6 CBC5. Bracing Flexible Diaphragm. Flexible Diaphragm Retrofit Design with Tension Rod Cross Bracing. Base Isolated Building. Base Isolated Building Design Based on ASCE 7 1. Canopy Wind. Wind Load on Canopy Based on ASCE 7 1. Section 3. 0. 1. 15. Seismic 2. 01. 5 IBCSeismic Analysis Based on 2. CBC2. 01. 5 IBC Equivalent Lateral Force Procedure, ASCE 7 1. Bin Silo Wind. Wind Analysis for Bin or Silo, Supported by Columns, Based on ASCE 7 1. 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 3. Prestressed Concrete PolePile. Prestressed Concrete Circular Hollow PolePile Design Based on ACI 3. Counter Strike 1.6 Wad File there. 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 WallTunnel Based on FEMA E 7. IBC, and 2. 01. 6 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 AASHTO2. IBC TMS 4. 02 1. Elastomeric Bearing Bridge. Elastomeric Bearing Bridge Analysis using Finite Element Method. Cable Structure. Cable Structure Design Based on ASCE 1. AASHTO 1. 7th  Foundation Design Group. Caisson. Caisson Design Based on 2. IBC 2. 01. 6 CBC2. Eccentric Footing.