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B Index<br />
Load case ..................................... 9, 10, 12, 41<br />
Load combination .................................... 9, 10<br />
Load duration class ...................................... 20<br />
Location x .............................................. 37, 40<br />
M<br />
Material ....................................................... 15<br />
Material description ..................................... 15<br />
Material library ............................................ 16<br />
Material properties ...................................... 15<br />
Member diagrams ....................................... 48<br />
Member release ........................................... 26<br />
Member slenderness .............................. 33, 43<br />
Members ....................................................... 9<br />
Modification factor ................................ 13, 20<br />
N<br />
National annex ........................................ 9, 12<br />
Navigator ....................................................... 8<br />
O<br />
OpenOffice .................................................. 60<br />
Optimization .................................... 19, 33, 56<br />
P<br />
Panel .................................................. 7, 47, 50<br />
Part .............................................................. 43<br />
Partial safety factor γ M ........................... 13, 16<br />
Partial view .................................................. 50<br />
Parts list ................................................. 43, 44<br />
Position x ..................................................... 37<br />
Precamber.................................................... 27<br />
Print ............................................................. 52<br />
Print graphic ................................................ 52<br />
Printout report ....................................... 52, 53<br />
Q<br />
Quit <strong>RF</strong>-<strong>TIMBER</strong> <strong>Pro</strong>........................................ 8<br />
R<br />
Ratio ............................................................ 37<br />
Reference length .................................... 11, 27<br />
Remaining cross-section .............................. 28<br />
Remark ........................................................ 19<br />
Rendering .................................................... 50<br />
Resistance .................................................... 30<br />
Result diagrams ..................................... 49, 52<br />
Result values................................................. 47<br />
Results evaluation ........................................ 45<br />
Results representation .................................. 47<br />
Results tables ............................................... 36<br />
<strong>RF</strong>EM graphic ............................................... 52<br />
<strong>RF</strong>EM work window ..................................... 46<br />
<strong>RF</strong>-STABILITY ................................................. 23<br />
Ridge ............................................................ 26<br />
S<br />
Scaling .......................................................... 48<br />
Second-order analysis .................................. 31<br />
Selecting tables .............................................. 8<br />
Service class ............................................ 20, 21<br />
Serviceability .............................. 27, 32, 45, 67<br />
Set of members ......... 9, 25, 27, 29, 39, 42, 44<br />
Shifted member ends ................................... 32<br />
Stability analysis ........................................... 31<br />
Standard ...................................................... 12<br />
Start calculation ........................................... 34<br />
Start program ................................................ 6<br />
Start <strong>RF</strong>-<strong>TIMBER</strong> <strong>Pro</strong> ....................................... 6<br />
Stress point .................................................. 19<br />
Sum .............................................................. 44<br />
Surface area ................................................. 44<br />
T<br />
Tables ............................................................. 8<br />
Taper .......................................... 18, 26, 38, 57<br />
Type of load case ......................................... 20<br />
U<br />
Ultimate limit state................................. 45, 63<br />
Undeformed system ..................................... 32<br />
Unit weight .................................................. 44<br />
Units ....................................................... 15, 59<br />
User profile ................................................... 59<br />
V<br />
View mode ............................................. 45, 46<br />
Visualization ................................................. 47<br />
Volume ......................................................... 44<br />
W<br />
Weight ......................................................... 44<br />
72<br />
<strong>Pro</strong>gram <strong>RF</strong>-<strong>TIMBER</strong> <strong>Pro</strong> © 2011 Ing.-<strong>Software</strong> <strong>Dlubal</strong>