Auto RC: Analysis & Design vs Structural Engineering lite Uso & Estadísticas
Auto RC has been developed alongside real-world applications for over four years, refining processes to make structural design accessible to everyone. It’s ideal for anyone interested in construction, including engineers, contractors, laborers, architects, draftsmen, students, and project owners. The system uses AI combined with engineering principles to handle complex, time-consuming tasks, making design easier and up to 100 times faster.
Auto RC can reduce your construction costs by optimizing reinforcement placement only at critical points, ensuring safety in line with engineering standards. It provides detailed reinforcement models in 3D to minimize construction errors. You can export the designs as Shop Drawings and Bar-Cut Lists, enabling smoother planning and execution of your construction projects.
-2 Design method 1)strength design method (SDM) 2)working stress design (WSD)
-Imperial unit & Metric unit
-3D Analysis & Load Combination
-Structural analysis by Simulate live load to move virtually (Load Pattern , Influence Line) and capture the key values of each case for designing.
-Auto selected the appropriate cross-section and reinforcing steel, and can be adjusted as needed. If the cross-section is not enough to support the force, the system will alert immediately.
-Automatic roof generation with analysis and optimal steel section selection.
-Precast beam design mode.
-3D Rebar Detailing.
-Fast Bar-Cut List & BOQ.
-Show calculation list with structure details and can save as PDF file.
-Cross-section grouping system.
-able to modify the structure of the work site immediately.
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Structural Engineering Calculator contains 58 calculations of different structural and civil engineering parameters.
Available in Imperial (USCS) and Metric Units (SI Units).
List of 58 Calculators:
1.Shear Capacity of Flexural Members
2.Critical Ratio
3.Effective Length Factor
4.Slenderness Ratio
5.Allowable Compressive Stress of Columns (Slenderness Ratio less than Critical Ratio)
More Calculators Available for In-App Purchase:
6. Allowable Compressive Stress of Columns (Slenderness Ratio greater than Critical Ratio)
7. Safety Factor
8. Maximum Load - Axially Loaded Members
9. Allowable Bending Stress (Compact Members)
10. Allowable Bending Stress (Non-Compact Members)
11. Moment Gradient Factor
12. Allowable Stress - Compression Flange
13. Plastic Moment
14. Maximum Unbraced Length for Plastic Design (I-Shaped Beams)
15. Maximum Unbraced Length for Plastic Design (Solid Rectangular Bars and Symmetrical Box Beams)
16. Laterally Unbraced Length - Full Plastic Bending Capacity (I Shapes and Channels)
17. Laterally Unbraced Length - Full Plastic Bending Capacity (Solid Rectangular Bars and Box Beams)
18. Laterally Unbraced Length - Full Plastic Bending Capacity (Solid Rectangular Bars Bent About Major Axis)
19. Limiting Buckling Moment
20. Nominal Moment (Compact Beams)
21. Critical Elastic Moment - Compact Beams
22. Critical Elastic Moment - Solid Rectangular Bars and Symmetrical Box
23. Allowable Shear Stress
24. Allowable Shear Stress with Tension Field Action
25. Area Required by the Bearing Plate (Plate Covering the Full Area of Concrete Support)
26. Area Required by the Bearing Plate (Plate Covering Less Than the Full Area of Concrete Support)
27. Minimum Plate Thickness
28. Area Required for a Base Plate Under a Column Supported by Concrete
29. Plate Length
30. Thickness of Plate (Cantilever Bending)
31. Flange Thickness (H-Shaped Column)
32. Web Thickness (H-Shaped Columns)
33. Actual Bearing Pressure Under the Plate
34. Allowable Bearing Stress (Rollers/Rockers)
35. Web Depth/Thickness Ratio (Unstiffened Web)
36. Web Depth/Thickness Ratio (Transverse Stiffeners)
37. Deflection at the Top (Wall with Solid Rectangular Cross Section)
38. Deflection at the Top (Shear Wall with a Concentrated Load at the Top)
39. Deflection at the Top (Fixed Wall Against Rotation at the Top)
40. Combined Axial Compression (Ratio of Computed Axial Stress to Allowable Axial Stress less than 0.15)
41. Combined Axial Compression (Ratio of Computed Axial Stress to Allowable Axial Stress less than / equal 0.15)
42. Axial Stress for a Concentrated Load (Applied at a Distance Larger Than the Depth of the Beam from the End of the Beam)
43. Axial Stress for a Concentrated Load (Applied Close to the Beam End)
44. Concentrated Load of Reaction (Applied at a Distance from the Beam End of at Least Half the Depth of the Beam)
45. Concentrated Load of Reaction (Applied Closer Than Half the Depth of the Beam)
46. Relative Slenderness of Web and Flange
47. Total Column Load (Relative Slenderness of Web and Flange less than 2.3)
48. Total Column Load (Relative Slenderness of Web and Flange greater than 1.7)
49. Combined Cross-Sectional Area of a Pair of Column-Web Stiffeners
50. Column Web Depth Clear of Fillets
51. Thickness of Column Flange
52. Allowable Bearing Stress on Projected Area of Fasteners
53. Maximum Unit Stress in Steel
54. Maximum Stress in the Bottom Flange
55. Number of Shear Connectors
56. Total Horizontal Shear (Based on Area of Concrete Flange)
57. Total Horizontal Shear (Based on Area of Steel Beam)
58. Total Horizontal Shear (Based on Area of Longitudinal Reinforcement)
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Auto RC: Analysis & Design VS. 
Structural Engineering lite19iciembre d, 2024