Unicode Data File for TwoDFrame.      Copyright(C) Ralf Martin Hansen
---------------------------------------------------------------------

[VERSION]
File version: e.g. 190 = 1.90
217.000000

[SETTINGS]
TwoDFrame: 1 = TRUE, elements underlined, element names, section, material,
node names, hinge size, force size, force dist, force value, distr offset, graph size,
graph with axis, graph is hatched, deflection scale, value precision
1  1  1  0  0  1  0.002000  0.007000  0.000000  1  1  0.100000  1  0  1  1  50.000000  2

[CADDOCSETTINGS]
MinDocSize x z Current Attribute Layer TxtStyle DimStyle LTScale TxtStyleScale
10.000000  6.000000  1  0  0  0  1.000000  1.000000

[CADVIEWSETTINGS]
GCS RCS Grid x z Snap x z SelectDist GripSnap GripSnapDist Extends x z PlotBlackAndWhite
1  1  0  1.000000  1.000000  0  0.100000  0.100000  16.000000  0  1.414000  10.000000  6.000000  0  

[DEVELOPMENT]
Name, N, V, M, dx, dz, dyy, SigAs, TauAsw, Load case, vertDist, horDist, NumOfElements, Names
DEFAULT  1 1 1 0 0 0 0 0 LC01  3.000000 0.500000 0  


[ATTRIBUTES]
LType:	LTScale:	Thickness:	Color:
5
0  1.000000  1  16777215
-1  1.000000  -1  -1
0  1.000000  3  16777215
0  1.000000  2  16777215
0  1.000000  2  16711680

[LAYERS]
Name:	active: locked: Application: Attribute
1
Ebene0  1  0  0  0

[TEXTSTYLES]
Name: Height[m]: Width[m]: Angle[deg]: Color: Weight: Italic: Underline: Model Space: Application: Font:
1
Textstil0  0.002500  0.000875  0.000000  -1  400  0  0  1  0  Microsoft Sans Serif

[DIMENSIONSTYLES]
Name: Scale: TickSize[m]: TickType: DimLineExt: ExtLineExt: ExtLineOffset: TxtVertPos: AutoTextScale: AutoTextDec: TxtPos:
1
BemStil0  1.000000  0.002000  1  0.001500  0.001500  0.005000  0.001500  1.000000  2  0  0

[POINTS]
x[m]:  z[m]:  Mode  Layer:  Attribute:
0

[LINES]
From x[m]:  z[m]:  To x[m]:  z[m]:  Layer:  Attribute:
0

[RECTANGLES]
MidPt x[m]:  z[m]:  Length:  Height:  Angle:  Layer:  Attribute:
0

[POLYLINES]
Num of Pt: From x[m]: z[m]:  To x[m]: z[m]: closed: filled: hidden line: HatchPattern: Layer: Attribute:
0

[GRAPHS]
Start Pt  EndPt Size Hatched Positive Up Distances GraphData  Layer:	Attribute:
0

[CIRCLES]
x[m]:  z[m]: Radius[m]:  Layer:  Attribute:
0

[ARCS]
x[m]:  z[m]: Radius[m]: StartAngle: EndAngle:  Layer: Attribute:
0

[LINEARDIMENSIONS]
Orientation: ExtLineOrigins: DimLineLocation: DimTextLocation: (RotationAngle):  Text: SwitchMeter: TextStyle: DimensionStyle: Layer: Attribute:
0

[TEXT]
x[m]: z[m]: TextStyle: Layer: Attribute: Angle: Contents:
0

[PAGESETTINGS]
Margins Left[m]:  Right[m]:  Top[m]:  Bottom[m]:  Header[m]:  Footer[m]  Page in Header: in Footer: Precision:  CSOrigin x[m] y[m]:
Border: Footer: Header: Titleblock Small: Big: Scale: Orientation: PSCombatible: Comp: Eng: Prj: Elem:
0.015000  0.015000  0.020000  0.020000  0.010000  0.010000  0  0  0.000000  0.000000  0  0  0  0  0  100.000000  1  1  0
Ralf Martin Hansen Software








[PROJECT]
Element Description
DEFAULT
DEFAULT

[PROTOCOL]
Protocol System StaticLoads LCase Reac Mom Bdisp Ndisp MinMax  Reac Mom As Stress Bdisp Ndisp
LComb Reac Mom Bdisp Ndisp Ndisp MDMmat CarOverMat ShortReport Precision H4 H5 Text Caption TableHeader
THPos TableData TDPos BorderSize CellSpacing PageBreak Tree Image Sections Debug OutputLanguage ImageWidth
1  1  1  1  1  1  0  0  0  0  0  0  0  0  0  0  0  0  0  0  0  0  0  0  0  0  0  2  8  8  8  8  8  3  8  3  1  1  1  0  1  0  0  0  1  500

[GLOBALS]
snap NumIt CalcWithShearDisp AutoSelfWeight GraficsPlaces kN HoldRotation
 MaxDisp MaxRot CheckDiagonal Eurocode EE RCFixity MinAs
0.005  1  0  0  10  1  1  0.1  0.1  1  1  1  1  1

[NODES]
Name         x[m]:       z[m]:
2
N01  0.000000  0.000000
N02  5.000000  0.000000

[SUPPORTS]
Node     stiffness x[kN/m]  z[kN/m]  yy[kN] Angle[rad]
2
N01  -1.000000  -1.000000  0.000000  0.000000
N02  0.000000  -1.000000  0.000000  0.000000

[MATERIAL]
Material E[kN/m2] (E005) (G[kN/m2]) (G005) (fyk, ... betaM) AlphaT[1/k] nue Rho[kg/m3] GammaM0 GammaM1
1
1  S235JRG2(RSt37-2)  210000000.000000  81000000.000000  235.000000  135.680000  0.000012  0.300000  7850.000000  1.100000  1.000000

[SECTIONS]
All types: Type Series Name h[mm]
0: b[mm] Ax[cm2] Avy[cm2] Avz[cm2] Ixx[cm4] Iyy[cm4] Izz[cm4]
1: 
2: b[mm] tw[mm] tf[mm] r[mm] Rotated
3: t[mm]
4(5): (b[mm]) t[mm] ColdFormed (Rotated)
6: b[mm] tw[mm] tf[mm] r[mm] r2[mm] h1[mm] Rotated
10: b[mm]
11: 
20: 
21: 
22: 
1
2  IPE  360  360  170  8  12.7  18  0  0

[BEAMS]
Name N1 N2 Section Mat Hinges M1 M2 Q1 Q2 N1 N2 no_places
comp tens truss 2xElasticFound beta betaz betaLT cThetak StabilityReport 4xOffsets
1
FE01  N01  N02  IPE 360  S235JRG2(RSt37-2)  1.00 1.00 1.00 1.00 1.00 1.00 10
 0 0 0 0.000000 0.000000 1.000000 1.000000 1.000000 0.000000 1 0.000000 0.000000 0.000000 0.000000

[LOADCASES]
gammaG, G_sup, G_inf, Q, A, W, O, Ms, Mt, kmod_G, kmod_Q,kmod_S, psi2, Beam Envelopes, Static Equilibrium
Name  LoadType: 1=PL, 2=VL, 3=AL, 4=WL, 5=OTHER  secondorder=1 Comments
1.350000  1.100000  0.900000  1.500000  1.000000  1.500000  1.500000  1.100000  1.300000  0.600000  0.800000  0.900000  0.300000  0  0
2
LC01  1  0

LC02  2  0


[LOADCOMBINATIONS]
Name  Limit State gammaM kmod NumLoadcase  Loadcase * mult  Comments
1
LCB01  0  1.100000  1.000000  2 LC01 1.350000 LC02 1.500000


[DISTRIBUTED_LOADS]
Element lcase distleft[m] distl lleft[kN/m] lright xldleft xldright Direction
2
FE01  LC01  0.000000  5.000000  -10.000000  -10.000000  0.000000  0.000000  0
FE01  LC02  0.000000  5.000000  -20.000000  -20.000000  0.000000  0.000000  0

[IMPERFECTIONS]
Beam loadcase Inclination [rad]  Eccentricity [m]
0

[CONCENTRATED_LOADS]
Beam  loadcase  dist[m]  X[kN]  Z[kN]  YY[kNm]  x[m]  z[m]  yy[rad] local
0

[THERMAL_LOADS]
Beam  loadcase  T_top[K]  T_bottom[K]
0

[NODE_LOADS]
Node  loadcase  X[kN]  Z[kN]  YY[kNm] x[m] z[m] yy[rad] bSettlement
0




[END]
