Sam the ultimate mechanism designer crack
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Change the Sub-title to “Example 3.1b” and the Job Number to “3.1b”. Use the menu item File | Titles to open the Titles form. Use the menu item File | Open to open the file “EU Example 2_2.sam” created in example 2.2. menu to open the Save As form.Ĭhange the filename to “My EU Example3_1a.sam” And click on the “Save” button. This will display the results shown below.Ĭlick on the Results button to see the detailed results and scroll down the page until the table for Transformed Section area & Properties about global axes (through y=0,z=0): is shown:Ĭlick ✓ OK to close the Calculate Section Properties form. The Edit Reinforcement form will open.Ĭlick on the Edit Option drop down menu and select Y-Z Translation.Ĭhange the value in the Translation dimensions – z field to “200."Ĭlick ✓ OK to move the tendons and close the Edit Reinforcement form.Ĭlick ✓ OK to close the Define Bars and Tendons form with the changes.Īnalyse the section by clicking on the dropdown in the navigation window toolbar and selecting “Section Properties."Ĭlick on the Section properties for drop down and select “Transformed section”. Click again to select the bars which will be highlighted in red. Select the "Reinforcement" item in the navigation window.Ĭlick once on the graphics window to the bottom left of the section, then move the mouse until the selection box contains all the bars. In the Design Section navigation window select the “Slab” element and set the z coordinate of the hook point to 200mm. One set of properties calculated are about the global axes.
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Section Properties about a specified axisįor properties about a specific axis we need to define the origin of the section at the level of the required axis.
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Transformed Section PropertiesĬlick on the Section properties for drop down and select “Transformed section." This will display the results shown below.Ĭlick on the Results button to see the detailed results.Ĭlick ✓ OK to close the Calculate Section Properties form. Page numbering, User defined titles and margins can be configured using the Preferences button at the top of the viewer.Ĭlose the Results Viewer using the green EXIT button at the top.
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This can then be saved as a PDF file if required. This can be saved as a Rich Text Format (rtf) file if required.Ĭlick on the “PDF View” tab at the bottom of the results viewer to display the results with the graphics in the form of a PDF document. button to see the detailed results as a text file. This will display the results shown below.Ĭlick on the Results. Gross Section PropertiesĬlick on the Section properties for drop down and select “Gross Section” from the list. In the Design Section navigation window right mouse click and choose Analyse Section | Section Properties which will open the data form for section property calculations (this is also reached from the navigation window toolbar as shown). Change the Sub-title to “Example 3.1a and the Job Number to “3.1a”. Start the program and use the menu item File | Open to open the file “My EU Example 2_6.sam” created in example 2.6. Net transformed Ixx (cracked section properties) transformed to grade C32/40 concrete.įull plastic moment of the section according to EN1993-1. Transformed bending Inertia Ixx about an axis 200mm below the bottom of the slab (the global centroid axis of the complete bridge deck cross section). Section Properties of the transformed section (transformed to grade C32/40 concrete). Section properties of the gross section (neglecting any difference between material properties). The calculation of section properties for three of the sections defined in section 2 will be considered as follows: Example 2.6
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