RF-TIMBER Pro - Dlubal Software

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4 Results 4.7 Governing Internal Forces by Set of Members Figure 4.7: Table 3.2 Governing Internal Forces by Set of Members This table contains the governing internal forces that result in the maximum ratios in each set of members. 4.8 Member Slendernesses Figure 4.8: Table 3.3 Member Slendernesses 42 Program RF-TIMBER Pro © 2011 Ing. Software Dlubal
4 Results The table lists the effective slendernesses of the designed members for both principal directions depending on the type of load and compares them to the values that have been defined in the Details dialog box (see chapter 3.1.5, page 33). This table is displayed only for information because no stability design of slendernesses is intended. Members of the member type "Tension" are not included in this table. 4.9 Parts List by Member Finally, RF-TIMBER Pro provides a summary of cross-sections contained in the design case. Figure 4.9: Table 4.1 Parts List by Member By default, the list contains only the designed members. If you want to display a parts list for all members of the structure, select the corresponding option in the Other tab of the Details dialog box (see Figure 3.5, page 33). To open the dialog box, use the [Details] button shown on the left. Part No. The program assigns automatically part numbers for similar members. Cross-section This column lists the cross-section numbers and descriptions. Number of Members This column shows for each part how many similar members are used. Length This column displays the length of an individual member. Total Length This column shows the product that is determined from the two previous columns. Program RF-TIMBER Pro © 2011 Ing. Software Dlubal 43
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 44 and 45: 4 Results Surface Area The program
Page 46 and 47: 5 Results Evaluation 5.1 Results in
Page 48 and 49: 5 Results Evaluation In the Factors
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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