text: '''Example 1.1 c-Section (LRFD). 
  
  Lin, Shin-Hua; Yu, Wei-wen; and Galambos, Theodore V., "Illustrative examples based on the ASCE
  standard specifcation for the design of cold-formed stainless steel structural members" (1991). Center
  for Cold-Formed Steel Structures Library. p13
  
  '''
  import steeldesign as sd
  
  p1 = sd.c_profile(H= 6.0, B= 1.625, t= 0.06, r_out= (0.06+3/32) )
  # creo material
  s = sd.steel(FY= 50, E0= 27000, nu= 0.3, n= 4.58, offset= 0.002, name= 'SA301_1_4Hard')
  # parametros de diseño
  dp = sd.designParameters()
  # creo un miembro
  m = sd.member(L= 100, profile= p1, steel= s, designParameters= dp)
  # creo el analisis
  analysis = sd.ASCE_8_02(m)
  fiMn, midC= analysis.s3_3_1()
  print('Mn_no =', round(midC['Mn_no'],2), '| fiMn_no =', round(midC['fiMn_no'],2))
  
  # Valores de referencia:    Mn_no = 35.55 | fiMn_no = 30.22
  # Valores de steeldesign:   Mn_no = 35.49 | fiMn_no = 30.17
  