Eurocode 2 (2004)

• Material properties for concrete
  • Strength
    • fcd()
    • fcm()
    • fctm()
    • fctk_5()
    • fctk_95()
  • Stiffness
    • Ecm()
  • Parameters of constitutive relations
    • eps_c1()
    • eps_cu1()
    • eps_c2()
    • eps_cu2()
    • eps_c3()
    • eps_cu3()
    • n_parabolic_rectangular()
• Material properties for reinforcement steel
  • reinforcement_duct_props()
  • epsud()
  • fyd()
• Shear capacity
  • Without shear reinforcement
    • VRdc()
    • VRdc_prin_stress()
    • VEdmax_unreinf()
  • With shear reinforcement
    • VRds()
    • VRdmax()
    • Asw_max()
• Crack width calculation
  • Crack width criterion
    • w_max()
  • Calculated crack width
    • wk()
    • sr_max_close()
    • sr_max_far()
    • sr_max_theta()
    • eps_sm_eps_cm()
    • alpha_e()
    • hc_eff()
    • k()
    • k1()
    • k2()
    • k3()
    • k4()
    • kc_tension()
    • kc_rect_area()
    • kc_flanges_area()
    • xi1()
    • rho_p_eff()
    • phi_eq()
    • kt()
    • w_spacing()
  • Minimum reinforcement
    • As_min()
    • As_min_p()
    • As_min_2()
• Creep and shrinkage
  • General
    • t_T()
    • h_0()
  • Creep
    • phi()
    • phi_0()
    • phi_RH()
    • beta_fcm()
    • beta_t0()
    • beta_c()
    • beta_H()
    • alpha_1()
    • alpha_2()
    • alpha_3()
    • t0_adj()
    • alpha_cement()
  • Shrinkage
    • eps_cs()
    • eps_cd()
    • beta_ds()
    • k_h()
    • eps_cd_0()
    • alpha_ds1()
    • alpha_ds2()
    • beta_RH()
    • eps_ca()
    • eps_ca_inf()
    • beta_as()