RF-TIMBER Pro - Dlubal Software

More documents

Recommendations

Info

8 Example We do not modify the reference length but we restrict the direction to z. As the beam has no support in this direction, we select the beam type Cantilever End Free in the list. Figure 8.10: Table 1.8 Serviceability Data We have to change a setting for the control calculation. We use the [Details] button to open the dialog box below where we specify our selection in the Serviceability tab: We want the deformation to be related to the Undeformed System. Figure 8.11: Dialog box Details, tab Serviceability 68 Program RF-TIMBER Pro © 2011 Ing. Software Dlubal
8 Example In the example of [8] an elastic modulus of 10,000 MN/m 2 is applied. Thus, a new material with corresponding characteristics would have to be defined in RFEM. However, to simplify matters, we use the default value of 11,000 MN/m 2 for the following control calculation. 4 w ⋅h winst = 8 ⋅E ⋅Iy ≤ l 150 4 −1 1.5 ⋅ 3.2 10 winst = ⋅ = 1.44 cm < 2.13 cm = 8 ⋅11000 ⋅12422.70 −8 10 winst 1.44 cm Design: = = 0.676 < 1 wlimit 2.13cm 320 150 This result is also displayed in the RF-TIMBER Pro results table 2.1 Design by Load Case under the table entry Serviceability Limit State Design. Figure 8.12: Table 2.1 Design by Load Case Program RF-TIMBER Pro © 2011 Ing. Software Dlubal 69
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 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 70 and 71: A Literature A Literature [1] DIN 1
Page 72: B Index Load case .................
show all

RF-TIMBER Pro - Dlubal Software

Create successful ePaper yourself

Delete template?

Save as template?