//  Definition file of the "  " studie
//  
// on a line, everything after // is considered as comment 
// all figures are represented with 4 significant digits. Use the scientific representation to keep the precision
// all figures are represented with '.' as decimal point (and not comma as in french language)
// 0.3141E+1 and +0.3141e1 and 3.141 are understood as équivalent

:HEADER // general characteristics of studie
     TITLE=""
     DATE=31/1/2023;10:22:31
// value of g (gravity) allways in SI units !
// pay attention that g is directed by the y-axis which points upwards
// on earth we should normaly find g=-9.81
     GRAV=-9.810// m/(s^2)
// taking account the beams masses
     GOK=0 // 0 = No; 1= Yes
// user units for exploitation 
// specifying a value out of range forces the system to be in SI's units for the considered field
    UNITL=3 // mm : 0 | cm : 1 | dm : 2 | m : 3 | dam : 4 | hm : 5 | km : 6 
    UNITF=3 // mN : 0 | cN : 1 | dN : 2 | N : 3 | daN : 4 | hN : 5 | kN : 6 | MN : 7
    UNITA=0 // rd : 0 | dg : 1
//*** end Header ***
// from here to the end all datas are in SI system corresponding to
// long : m ; force : N ; mass Kg and derivates untis N.m N/m Kg/m N/m^2 m^4 m^3 

// folowing : from left to right, the element's of the beam system

:ENC // embedding

:CHC // constant charged beam
     NAME=CIR 055
     L=+1.000// m, Long of the beam in m
     E=+2.100E+11// N/m^2, depends on matérial classic : 2.1E11 for stell
     I=+8.984E-07// m^4, quadratic Moment of section depends on profile of the beam
     H=+0.02750// m, max distance from neutral axe. Use to compute Sigma Max on symetrical beams (indicate the largest on non symétrical  beam)
     M=+1.386E-05// m^3, Static Moment of section from neutral axe use to compute Tau
     B=+0.05500// m, thickness at the neutral axe. Use to compute Tau 
     MU=+18.53// kg/m, lineal mass of the beam
     P1=-1000// N/m, charge of the beam (pay attention that y-axes is upward oriented)

:FOR // force
     F=+500.0// N, Force value in N (pay attention that y-axes is upward oriented)

:CHC // constant charged beam
     NAME=CIR 055
     L=+1.000// m, Long of the beam in m
     E=+2.100E+11// N/m^2, depends on matérial classic : 2.1E11 for stell
     I=+8.984E-07// m^4, quadratic Moment of section depends on profile of the beam
     H=+0.02750// m, max distance from neutral axe. Use to compute Sigma Max on symetrical beams (indicate the largest on non symétrical  beam)
     M=+1.386E-05// m^3, Static Moment of section from neutral axe use to compute Tau
     B=+0.05500// m, thickness at the neutral axe. Use to compute Tau 
     MU=+18.53// kg/m, lineal mass of the beam
     P1=-1000// N/m, charge of the beam (pay attention that y-axes is upward oriented)

:APS // simple support
