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###Description Function calculate longitudinal reinforcement for rectangular section with eccentric compression / tension load. Crack control optional included.

input (Nsd=10.0*u.kN, Msd=200.0*u.kNm, h=0.8*u.m, b=0.4*u.m, ap=5*u.cm, an=5*u.cm, fip=20*u.mm, fin=20*u.mm, rysAp=1.0, rysAn=1.0, wlimp=0.3*u.mm, wlimn=0.3*u.mm, fcd=16.7E6*u.Pa, fctm=2.2*u.MPa, fyd=420*u.MPa)

out {"Ap": value, "An": value, "ksieff": value, "mimos": value}

###Source code >>>


###Use example

In [1]: from strupy.concrete.fas import calc as fas

In [2]: import strupy.units as u

In [3]: fas(Nsd=10.0*u.kN, Msd=200.0*u.kNm, h=0.8*u.m, b=0.4*u.m, ap=5*u.cm, an=5*u.cm, fip=20*u.mm, fin=20*u.mm, rysAp=1.0, rysAn=1.0, wlimp=0.3*u.mm, wlimn=0.3*u.mm, fcd=16.7E6*u.Pa, fctm=2.2*u.MPa, fyd=420*u.MPa)
Out[3]: 
{'An':  9.15 [cm2],
 'Ap':  0.00 [m2],
 'ksieff': 0.05373936907597887,
 'mimos': 1,
 'rys': 1}

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