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iDML Vs. Structural Engineering Calc.

iDML vs Structural Engineering Calc. Usage & Stats

The iDML app allows you to preview document layout and edit text in InDesign idml documents on your iPhone and iPad. The app shows layout, text content and embedded graphics (and some linked graphics, when the app is able to resolve the link). You can see the exact position of text frames and their content, position of graphic frames and linked objects. When the graphic is embedded in the document, it is shown in the preview. The stories in the document can be opened for reading and editing. You choose stories to edit form a list or from the layout view. When editing the text, you can also assign any of the paragraph or character styles that are defined in the document to a selected piece of text. The app lists paragraph styles, character styles fonts and swatches used in the document. Sample idml document and screenshots of how it looks on your iOS device are available on www.dtptools.com/idml . No layout changes are made to the document when edited in this app and no third party data is manipulated. The app contains neither InDesign's paragraph composer, nor advanced image processing tools. The preview will not reflect text position 1:1 with InDesign and some vector graphic attributes are simplified. You need to take into account is that the edited story might need copy fitting in InDesign, if you’ve added or removed too much text and the text ends up overset or not filling the frames. Walkthough video of the app is available on www.youtube.com/dtptools . Now you can take your stories outside the office - have fun editing!

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Structural Engineering Calc.

Structural Engineering Calculator contains 58 Calculations of different Structural and Civil Engineering parameters. - Available in Imperial (USCS) and Metric Units (SI UNITS). Structural Engineering Calc. contains following 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 ‹ Critical Ratio) 6.Allowable Compressive Stress of Columns (Slenderness Ratio › Critical Ratio) 7.Safety Factor 8.Maximum load - Axially Loaded Members 9.Allowable Bending Stress (Compact Members) 10.Allowable Bending Stress (NonCompact 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 ‹ than the Full Area of Concrete Support) 27.Minimum Plate Thickness 28.Area required for a Base Plate under a Column supported by a 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 › 0.15) 41.Combined Axial Compression(Ratio of Computed Axial Stress to Allowable Axial Stress ‹= 0.15) 42.Axial Stress for a Concentrated Load (Applied at a distance larger than depth of the beam from the end of 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 atleast half the depth of beam) 45.Concentrated Load of Reaction (Applied closer than half the depth of beam) 46.Relative Slenderness of Web and Flange 47.Total Column Load (Relative Slenderness of Web and Flange ‹ 2.3) 48.Total Column Load (Relative Slenderness of Web and Flange › 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) - Available for both iPad and iPhone. - Can use either ( . ) dot or ( , ) comma as decimal separator, based on regional settings of the device.