RF-TIMBER Pro - Dlubal Software

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5 Results Evaluation In the Factors tab of the panel, you can scale the design results, as you know it from the member internal forces. If you enter the factor 0 in the input field Member Diagrams, the results will be represented without scaling but with an increased line thickness. Figure 5.5: Panel tab Factors The graphics can be transferred to the printout report like RFEM graphics (see chapter 6.2, page 52). To return to the add-on module RF-TIMBER Pro, use the [RF-TIMBER Pro] button in the panel. 48 Program RF-TIMBER Pro © 2011 Ing. Software Dlubal
5 Results Evaluation 5.2 Result Diagrams The result diagram can be useful if you want to see a member's result distribution displayed graphically. Select the member (or set of members) in the RF-TIMBER Pro results table by placing the cursor in the corresponding table row and open the result diagram by clicking the button shown on the left. You find the button below the first table part of the results table (see Figure 5.1, page 45). The result diagrams are available in the RFEM graphic. To display the diagrams, select Result Diagrams on Selected Members on the Results menu, or use the button in the RFEM toolbar shown on the left. A window opens showing the distribution of design results on the selected member or set of members. Figure 5.6: Dialog box Result Diagram on Member Use the list in the toolbar above to choose the relevant RF-TIMBER Pro design case. For more detailed information on the dialog box Result Diagram on Member, see the RFEM manual, chapter 10.5, page 311. Program RF-TIMBER Pro © 2011 Ing. Software Dlubal 49
Page 1: Version September 2011 Add-on Modul
Page 4 and 5: 1 Introduction 1. Introduction 1.1
Page 6 and 7: 1 Introduction 1.4 Open the Add-on
Page 8 and 9: 2 Input Data 2. Input Data The desi
Page 10 and 11: 2 Input Data A multiple selection o
Page 12 and 13: 2 Input Data 2.1.3 Fire Resistance
Page 14 and 15: 2 Input Data Other Settings In the
Page 16 and 17: 2 Input Data Material Properties Th
Page 18 and 19: 2 Input Data Figure 2.11: Dialog bo
Page 20 and 21: 2 Input Data 2.4 Load Duration and
Page 22 and 23: 2 Input Data 2.5 Effective Lengths
Page 24 and 25: 2 Input Data Figure 2.17: Selecting
Page 26 and 27: 2 Input Data 2.7 Tapered Members Th
Page 28 and 29: 2 Input Data Beam Type The beam typ
Page 30 and 31: 3 Calculation 3. Calculation 3.1 De
Page 32 and 33: 3 Calculation 3.1.3 Serviceability
Page 34 and 35: 3 Calculation 3.2 Start Calculation
Page 36 and 37: 4 Results 4. Results Table 2.1 Desi
Page 38 and 39: 4 Results 4.2 Design by Cross-secti
Page 40 and 41: 4 Results 4.5 Design by x-Location
Page 42 and 43: 4 Results 4.7 Governing Internal Fo
Page 44 and 45: 4 Results Surface Area The program
Page 46 and 47: 5 Results Evaluation 5.1 Results in
Page 50 and 51: 5 Results Evaluation 5.3 Filter for
Page 52 and 53: 6 Printout 6. Printout 6.1 Printout
Page 54 and 55: 7 General Functions 7. General Func
Page 56 and 57: 7 General Functions 7.2 Cross-secti
Page 58 and 59: 7 General Functions 7.3 Material Ex
Page 60 and 61: 7 General Functions Excel / OpenOff
Page 62 and 63: 8 Example 8.2 Calculation with RFEM
Page 64 and 65: 8 Example Figure 8.5: Table 1.3 Cro
Page 66 and 67: 8 Example The Details displayed in
Page 68 and 69: 8 Example We do not modify the refe
Page 70 and 71: A Literature A Literature [1] DIN 1
Page 72: B Index Load case .................

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