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Design Forms Design Forms discussion forum 2016-01-07T11:59:24 http://designforms.net/forum/feed.php?f=26 2016-01-07T11:59:24 2016-01-07T11:59:24 http://designforms.net/forum/viewtopic.php?t=208&p=2334#p2334 <![CDATA[Setup • IO.Setup.Concrete.Defaults.PlateShell]]> = Angle of first layer of lower reinforcement in rad.
default value 0 (0 degrees - reinforcement in x-axis direction)

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.AngleOfSecondLayerOfReinforcement/b
= Angle of second layer of lower reinforcement in rad.
default value 1.5708 (90 degrees - reinforcement in y-axis direction)

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.Cover/b
= User defined value of cover of lower reinforcement in m
default value 0.030

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.DiameterFirst/b
= User defined value of diameter of first layer of lower reinforcement in m
default value 0.010

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.DiameterSecond/b
= User defined value of diameter of second layer of lower reinforcement in m
default value 0.010

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.TypeOfCover/b
= 0, Cover is calculated automatically for lower reinforcement
= 1, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.AngleOfFirstLayerOfReinforcement/b
= Angle of first layer of upper reinforcement in rad.
default value 0 (0 degrees - reinforcement in x-axis direction)

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.AngleOfSecondLayerOfReinforcement/b
= Angle of second layer of upper reinforcement in rad.
default value 1.5708 (90 degrees - reinforcement in y-axis direction)

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.Cover/b
= User defined value of cover of upper reinforcement in m
default value 0.030

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.DiameterFirst/b
= User defined value of diameter of first layer of upper reinforcement in m
default value 0.010

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.DiameterSecond/b
= User defined value of diameter of second layer of upper reinforcement in m
default value 0.010

bIO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.TypeOfCover/b
= 0, Cover is calculated automatically for upper reinforcement
= 1, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.PlateShell.Transverse.Diameter/b

= Diameter of shear reinforcement in m
default value 0.008

Statistics: Posted by jkrsik — 07 Jan 2016, 11:59

]]> 2015-09-15T11:44:24 2015-09-15T11:44:24 http://designforms.net/forum/viewtopic.php?t=208&p=2291#p2291 <![CDATA[Setup • IO.Setup.Concrete.Defaults.MinCover]]> = Risk of abrasion attack, EN 1992-1-1, §4.4.1.2(13)
= 0, None
= 1, XM1
= 2, XM2
= 3, XM3
default value 0

bIO.Setup.Concrete.Defaults.MinCover.ConChars.TypeOfConcrete/b
= Type of concrete, EN 1992-1-1, §4.4.1.3(1P, 9)
= 0, In-situ
= 1, Prefabricated
default value 0

bIO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.Carbonation/b
= Corosion induced by carbonation, EN 1992-1-1, §4.4.1.2(5)
= 0, None
= 1, XC1
= 2, XC2
= 3, XC3
= 4, XC4
default value 3

bIO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.FreezeThaw/b
= Freeze / thaw attack, EN 1992-1-1, §4.4.1.2(12)
= 0, None
= 1, XF1
= 2, XF2
= 3, XF3
= 4, XF4
default value 0

bIO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.Chemical/b
= Chemical attack, EN 1992-1-1, §4.4.1.2(12)
= 0, None
= 1, XA1
= 2, XA2
= 3, XA3
default value 0

bIO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.Chlorides/b
= Corrosion induced by chlorides, EN 1992-1-1, §4.4.1.2(5)
= 0, None
= 1, XD1
= 2, XD2
= 3, XD3
default value 0

bIO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.ChloridesSea/b
= Corrosion induced by chlorides from sea water, EN 1992-1-1, §4.4.1.2(5)
= 0, None
= 1, XS1
= 2, XS2
= 3, XS3
default value 0

bIO.Setup.Concrete.Defaults.MinCover.DesignWorkingLife/b
= Design working life in day, EN 1992-1-1, §4.4.1.2.5(table 4.3N)
default value 18250 (50 years)

bIO.Setup.Concrete.Defaults.MinCover.SpecialControl.Geometric/b
= Special geometric control, EN 1992-1-1, §4.4.1.3(3)
= 0, NO
= 1, YES
default value 0

bIO.Setup.Concrete.Defaults.MinCover.SpecialControl.Quality/b
= Special concrete quality control, EN 1992-1-1, §4.4.1.2(5)
= 0, NO
= 1, YES
default value 0

bIO.Setup.Concrete.Defaults.MinCover.SurfaceType/b
= Risk of casting on atypical surface, EN 1992-1-1, §4.4.1.3(4)
= 0, Standard
= 1, Against prepared ground
= 2, Against soil
= 3, Uneven surface
default value 0

Statistics: Posted by jkrsik — 15 Sep 2015, 11:44

]]> 2015-09-15T11:25:04 2015-09-15T11:25:04 http://designforms.net/forum/viewtopic.php?t=208&p=2290#p2290 <![CDATA[Setup • IO.Setup.Concrete.Defaults.DefaultSwayType]]> = Sway around y axis
= 0, NO
= 1, YES
default value 1

bIO.Setup.Concrete.Defaults.DefaultSwayType.SwayAroundZAxis/b
= Sway around z axis
= 0, NO
= 1, YES
default value 1

Statistics: Posted by jkrsik — 15 Sep 2015, 11:25

]]> 2015-09-15T11:31:50 2015-09-15T11:20:14 http://designforms.net/forum/viewtopic.php?t=208&p=2289#p2289 <![CDATA[Setup • IO.Setup.Concrete.Defaults.Column]]> = Cover to the edge of main reinforcement on Column in m
default value 0.030

bIO.Setup.Concrete.Defaults.Column.Longitudinal.Main.Diameter/b
= User defined value of diameter of main reinforcement on Column in m
default value 0.016

bIO.Setup.Concrete.Defaults.Column.Longitudinal.Main.TypeOfCover/b
= 0, Cover is calculated automatically
= 1, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.Column.Stirrups.Diameter/b
= User defined value of diameter of stirrups on Column in m
default value 0.008

bIO.Setup.Concrete.Defaults.Column.Stirrups.NumberOfCuts/b
= User defined number of cuts of stirrups
default value 2

Statistics: Posted by jkrsik — 15 Sep 2015, 11:20

]]> 2015-09-15T11:31:34 2015-09-15T11:16:55 http://designforms.net/forum/viewtopic.php?t=208&p=2288#p2288 <![CDATA[Setup • IO.Setup.Concrete.Defaults.BeamSlab]]> = Cover to the edge of lower reinforcement on BeamSlab in m
default value 0.030


bIO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Lower.Diameter/b
= User defined value of diameter of lower reinforcement on BeamSlab in m
default value 0.016

bIO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Lower.TypeOfCover/b
= 0, Cover is calculated automatically
= 1, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Upper.Cover/b
= Cover to the edge of upper reinforcement on BeamSlab in m
default value 0.030

bIO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Upper.Diameter/b
= User defined value of diameter of upper reinforcement on BeamSlab in m
default value 0.016

bIO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Upper.TypeOfCover/b
= 0, Cover is calculated automatically
= 1, User defined value of cover is used
default value 0

Statistics: Posted by jkrsik — 15 Sep 2015, 11:16

]]> 2015-09-15T11:31:11 2015-09-15T11:13:38 http://designforms.net/forum/viewtopic.php?t=208&p=2287#p2287 <![CDATA[Setup • IO.Setup.Concrete.Defaults.Beam]]> = Cover to the edge of lower longitudinal reinforcement on beam in m
default value 0.030

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Lower.Diameter/b
= User defined value of diameter of lower longitudinal reinforcement on beam in m
default value 0.016

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Lower.TypeOfCover/b
= 0, Cover is calculated automatically
= 1, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Side.Cover/b
= Cover to the edge of side longitudinal reinforcement on beam in m
default value 0.030

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Side.TypeOfCover/b
= 0, Cover is taken from upper longitudinal reinforcement
= 1, Cover is taken from lower longitudinal reinforcement
= 2, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Upper.Cover/b
= Cover to the edge of upper longitudinal reinforcement on beam in m
default value 0.030

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Upper.Diameter/b
= User defined value of diameter of upper longitudinal reinforcement on beam in m
default value 0.016

bIO.Setup.Concrete.Defaults.Beam.Longitudinal.Upper.TypeOfCover/b
= 0, Cover is calculated automatically
= 1, User defined value of cover is used
default value 0

bIO.Setup.Concrete.Defaults.Beam.Stirrups.Angle/b
= Angle of stirrups from horizontal axis in rad.
default value 1,5708 (90 degrees - vertical stirrups)

bIO.Setup.Concrete.Defaults.Beam.Stirrups.Diameter/b
= User defined value of diameter of stirrups on beam in m
default value 0.008

bIO.Setup.Concrete.Defaults.Beam.Stirrups.NumberOfCuts/b
= User defined number of cuts of stirrups
default value 2

Statistics: Posted by jkrsik — 15 Sep 2015, 11:13

]]> 2015-03-18T09:25:17 2015-03-18T09:25:17 http://designforms.net/forum/viewtopic.php?t=209&p=244#p244 <![CDATA[Setup • NA - National Annexes]]> IO.SetupNA.EC_1991_1_1.Name
IO.SetupNA.EC_1991_1_2.Name
IO.SetupNA.EC_1991_1_3.Annex_B_5_3_4_3
IO.SetupNA.EC_1991_1_3.Annex_B_5_3_6_3
IO.SetupNA.EC_1991_1_3.AnnexA
IO.SetupNA.EC_1991_1_3.C_e
IO.SetupNA.EC_1991_1_3.C_esl.C_esl
IO.SetupNA.EC_1991_1_3.C_esl.Use_C_esl
IO.SetupNA.EC_1991_1_3.C_t_min
IO.SetupNA.EC_1991_1_3.k
IO.SetupNA.EC_1991_1_3.Name
IO.SetupNA.EC_1991_1_3.s_k
IO.SetupNA.EC_1991_1_3.Snow_Redi
IO.SetupNA.EC_1991_1_3.μ_2
IO.SetupNA.EC_1991_1_3.μ_3_max
IO.SetupNA.EC_1991_1_3.μ_W.μ_W_max
IO.SetupNA.EC_1991_1_3.μ_W.μ_W_min
IO.SetupNA.EC_1991_1_4.c_dir
IO.SetupNA.EC_1991_1_4.c_O.cO
IO.SetupNA.EC_1991_1_4.c_O.OrtInBasic
IO.SetupNA.EC_1991_1_4.c_r
IO.SetupNA.EC_1991_1_4.c_season
IO.SetupNA.EC_1991_1_4.K_n.K
IO.SetupNA.EC_1991_1_4.K_n.n
IO.SetupNA.EC_1991_1_4.Name
IO.SetupNA.EC_1991_1_4.v_b_0
IO.SetupNA.EC_1991_1_4.v_m
IO.SetupNA.EC_1991_1_5.Name
IO.SetupNA.EC_1991_1_6.Name
IO.SetupNA.EC_1991_1_7.Name
IO.SetupNA.EC_1991_2.Name
IO.SetupNA.EC_1991_3.Name
IO.SetupNA.EC_1991_4.Name
IO.SetupNA.EC_1992_1_1.A_s_max
IO.SetupNA.EC_1992_1_1.A_s_max_column
IO.SetupNA.EC_1992_1_1.A_s_min
IO.SetupNA.EC_1992_1_1.A_s_min_column
IO.SetupNA.EC_1992_1_1.C_6_2_2_1.C_Rd_c
IO.SetupNA.EC_1992_1_1.C_6_2_2_1.k_1
IO.SetupNA.EC_1992_1_1.C_6_2_2_1.v_min
IO.SetupNA.EC_1992_1_1.C_max
IO.SetupNA.EC_1992_1_1.c_min_b_coef.pre_indented_wire
IO.SetupNA.EC_1992_1_1.c_min_b_coef.pre_strand_wire
IO.SetupNA.EC_1992_1_1.c_min_une.k
IO.SetupNA.EC_1992_1_1.c_min_une.k_1
IO.SetupNA.EC_1992_1_1.c_min_une.k_2
IO.SetupNA.EC_1992_1_1.c_Rd_c_punch.c_Rd_c
IO.SetupNA.EC_1992_1_1.c_Rd_c_punch.k_1
IO.SetupNA.EC_1992_1_1.c_Rd_c_punch.ν_min
IO.SetupNA.EC_1992_1_1.f_yk_max
IO.SetupNA.EC_1992_1_1.k
IO.SetupNA.EC_1992_1_1.k_1
IO.SetupNA.EC_1992_1_1.k_12_6_3_2
IO.SetupNA.EC_1992_1_1.k_2
IO.SetupNA.EC_1992_1_1.k_5_10_2_1_1.k_1
IO.SetupNA.EC_1992_1_1.k_5_10_2_1_1.k_2
IO.SetupNA.EC_1992_1_1.k_5_10_2_1_2
IO.SetupNA.EC_1992_1_1.k_5_10_2_2_4.k_4
IO.SetupNA.EC_1992_1_1.k_5_10_2_2_4.k_5
IO.SetupNA.EC_1992_1_1.k_5_10_2_2_5
IO.SetupNA.EC_1992_1_1.k_5_10_3_2.k_7
IO.SetupNA.EC_1992_1_1.k_5_10_3_2.k_8
IO.SetupNA.EC_1992_1_1.k_6_2_4_6
IO.SetupNA.EC_1992_1_1.k_6_5_4_4.k_1
IO.SetupNA.EC_1992_1_1.k_6_5_4_4.k_2
IO.SetupNA.EC_1992_1_1.k_7_2_5.k_3
IO.SetupNA.EC_1992_1_1.k_7_2_5.k_4
IO.SetupNA.EC_1992_1_1.k_7_2_5.k_5
IO.SetupNA.EC_1992_1_1.k_7_3_4_3.k_3
IO.SetupNA.EC_1992_1_1.k_7_3_4_3.k_4
IO.SetupNA.EC_1992_1_1.k_8_2_2.k_1
IO.SetupNA.EC_1992_1_1.k_8_2_2.k_2
IO.SetupNA.EC_1992_1_1.k_lin.k_1
IO.SetupNA.EC_1992_1_1.k_lin.k_2
IO.SetupNA.EC_1992_1_1.k_lin.k_3
IO.SetupNA.EC_1992_1_1.k_lin.k_4
IO.SetupNA.EC_1992_1_1.k_lin.k_5
IO.SetupNA.EC_1992_1_1.k_lin.k_6
IO.SetupNA.EC_1992_1_1.k_t
IO.SetupNA.EC_1992_1_1.Name
IO.SetupNA.EC_1992_1_1.r_sup_inf.r_inf_postten
IO.SetupNA.EC_1992_1_1.r_sup_inf.r_inf_precise
IO.SetupNA.EC_1992_1_1.r_sup_inf.r_inf_preten
IO.SetupNA.EC_1992_1_1.r_sup_inf.r_sup_postten
IO.SetupNA.EC_1992_1_1.r_sup_inf.r_sup_precise
IO.SetupNA.EC_1992_1_1.r_sup_inf.r_sup_preten
IO.SetupNA.EC_1992_1_1.s_cl_max
IO.SetupNA.EC_1992_1_1.s_l_max
IO.SetupNA.EC_1992_1_1.s_max_slabs
IO.SetupNA.EC_1992_1_1.s_t_max
IO.SetupNA.EC_1992_1_1.sl_max_p
IO.SetupNA.EC_1992_1_1.sl_max_s
IO.SetupNA.EC_1992_1_1.T_21N.γ_C_Acc
IO.SetupNA.EC_1992_1_1.T_21N.γ_C_Per
IO.SetupNA.EC_1992_1_1.T_21N.γ_SP_Acc
IO.SetupNA.EC_1992_1_1.T_21N.γ_SP_Per
IO.SetupNA.EC_1992_1_1.T_21N.γ_SR_Acc
IO.SetupNA.EC_1992_1_1.T_21N.γ_SR_Per
IO.SetupNA.EC_1992_1_1.v_Rd_max
IO.SetupNA.EC_1992_1_1.w_max.Freq__X0_XC1
IO.SetupNA.EC_1992_1_1.w_max.Freq_XC2_XC3_XC4
IO.SetupNA.EC_1992_1_1.w_max.Freq_XD1_XD2_XS1_XS2_XS3
IO.SetupNA.EC_1992_1_1.w_max.Quasi_X0_XC1
IO.SetupNA.EC_1992_1_1.w_max.Quasi_XC2_XC3_XC4
IO.SetupNA.EC_1992_1_1.w_max.Quasi_XD1_XD2_XS1_XS2_XS3
IO.SetupNA.EC_1992_1_1.X_ε_uk
IO.SetupNA.EC_1992_1_1.α_cc
IO.SetupNA.EC_1992_1_1.α_ct
IO.SetupNA.EC_1992_1_1.β.β_A
IO.SetupNA.EC_1992_1_1.β.β_B
IO.SetupNA.EC_1992_1_1.β.β_C
IO.SetupNA.EC_1992_1_1.β_1
IO.SetupNA.EC_1992_1_1.γ_P_fav
IO.SetupNA.EC_1992_1_1.γ_P_unfav
IO.SetupNA.EC_1992_1_1.γ_P_unfav_l
IO.SetupNA.EC_1992_1_1.γ_Ser.γ_C_Ser
IO.SetupNA.EC_1992_1_1.γ_Ser.γ_S_Ser
IO.SetupNA.EC_1992_1_1.γ_SH
IO.SetupNA.EC_1992_1_1.Δc_dev.Δc_dev_max
IO.SetupNA.EC_1992_1_1.Δc_dev.Δc_dev_min
IO.SetupNA.EC_1992_1_1.Δc_dev.Δc_dev_min_acc
IO.SetupNA.EC_1992_1_1.Δc_dur_add
IO.SetupNA.EC_1992_1_1.Δc_dur_st
IO.SetupNA.EC_1992_1_1.Δc_dur_γ
IO.SetupNA.EC_1992_1_1.Δc_min_abr.k_1
IO.SetupNA.EC_1992_1_1.Δc_min_abr.k_2
IO.SetupNA.EC_1992_1_1.Δc_min_abr.k_3
IO.SetupNA.EC_1992_1_1.Δc_min_abr.k_XM
IO.SetupNA.EC_1992_1_1.ε_ud.f_p01k_fpk
IO.SetupNA.EC_1992_1_1.ε_ud.X_ε_uk
IO.SetupNA.EC_1992_1_1.ε_ud.ε_ud
IO.SetupNA.EC_1992_1_1.θ.θ_max
IO.SetupNA.EC_1992_1_1.θ.θ_min
IO.SetupNA.EC_1992_1_1.θ_0
IO.SetupNA.EC_1992_1_1.θ_f_lim.θ_f_max_comp
IO.SetupNA.EC_1992_1_1.θ_f_lim.θ_f_max_tens
IO.SetupNA.EC_1992_1_1.θ_f_lim.θ_f_min_comp
IO.SetupNA.EC_1992_1_1.θ_f_lim.θ_f_min_tens
IO.SetupNA.EC_1992_1_1.κ
IO.SetupNA.EC_1992_1_1.λ_lim
IO.SetupNA.EC_1992_1_1.ν
IO.SetupNA.EC_1992_1_1.ν_1_α_cw.α_cw
IO.SetupNA.EC_1992_1_1.ν_1_α_cw.ν_1
IO.SetupNA.EC_1992_1_1.ν_strut
IO.SetupNA.EC_1992_1_1.Ï_max_v
IO.SetupNA.EC_1992_1_1.Ï_min_db
IO.SetupNA.EC_1992_1_1.Ï_min_h
IO.SetupNA.EC_1992_1_1.Ï_min_v
IO.SetupNA.EC_1992_1_1.Ï_w_min
IO.SetupNA.EC_1992_1_1.Ï•_m_min
IO.SetupNA.EC_1992_1_1.Ï•_min
IO.SetupNA.EC_1992_1_2.Name
IO.SetupNA.EC_1992_2.Name
IO.SetupNA.EC_1992_2.Ï•_min
IO.SetupNA.EC_1992_3.Name
IO.SetupNA.EC_1993_1_1.f.f_u
IO.SetupNA.EC_1993_1_1.f.f_y
IO.SetupNA.EC_1993_1_1.Name
IO.SetupNA.EC_1993_1_1.γ_M.γ_M0
IO.SetupNA.EC_1993_1_1.γ_M.γ_M1
IO.SetupNA.EC_1993_1_1.γ_M.γ_M2
IO.SetupNA.EC_1993_1_10.Name
IO.SetupNA.EC_1993_1_11.Name
IO.SetupNA.EC_1993_1_12.Name
IO.SetupNA.EC_1993_1_2.Name
IO.SetupNA.EC_1993_1_3.Name
IO.SetupNA.EC_1993_1_4.Name
IO.SetupNA.EC_1993_1_5.Name
IO.SetupNA.EC_1993_1_6.Name
IO.SetupNA.EC_1993_1_7.Name
IO.SetupNA.EC_1993_1_8.Name
IO.SetupNA.EC_1993_1_8.γ_M.γ_M2
IO.SetupNA.EC_1993_1_8.γ_M.γ_M3
IO.SetupNA.EC_1993_1_8.γ_M.γ_M3_ser
IO.SetupNA.EC_1993_1_8.γ_M.γ_M4
IO.SetupNA.EC_1993_1_8.γ_M.γ_M5
IO.SetupNA.EC_1993_1_8.γ_M.γ_M6_ser
IO.SetupNA.EC_1993_1_8.γ_M.γ_M7
IO.SetupNA.EC_1993_1_9.Name
IO.SetupNA.EC_1993_2.Name
IO.SetupNA.EC_1993_2.γ_Mi.γ_M0
IO.SetupNA.EC_1993_2.γ_Mi.γ_M1
IO.SetupNA.EC_1993_2.γ_Mi.γ_M2
IO.SetupNA.EC_1993_2.γ_Mi.γ_M3
IO.SetupNA.EC_1993_2.γ_Mi.γ_M3_ser
IO.SetupNA.EC_1993_2.γ_Mi.γ_M4
IO.SetupNA.EC_1993_2.γ_Mi.γ_M5
IO.SetupNA.EC_1993_2.γ_Mi.γ_M6_ser
IO.SetupNA.EC_1993_2.γ_Mi.γ_M7
IO.SetupNA.EC_1993_3_1.Name
IO.SetupNA.EC_1993_3_2.Name
IO.SetupNA.EC_1993_4_1.Name
IO.SetupNA.EC_1993_4_2.Name
IO.SetupNA.EC_1993_4_3.Name
IO.SetupNA.EC_1993_5.Name
IO.SetupNA.EC_1993_6.Name
IO.SetupNA.EC_1994_1_1.6_6_4_1
IO.SetupNA.EC_1994_1_1.br_bs_max
IO.SetupNA.EC_1994_1_1.h_max
IO.SetupNA.EC_1994_1_1.mu
IO.SetupNA.EC_1994_1_1.Name
IO.SetupNA.EC_1994_1_1.rec
IO.SetupNA.EC_1994_1_1.t_min
IO.SetupNA.EC_1994_1_1.γ_Ff
IO.SetupNA.EC_1994_1_1.γ_Mf_s_1
IO.SetupNA.EC_1994_1_1.γ_Mf_s_2
IO.SetupNA.EC_1994_1_1.γ_P.γ_P_fav
IO.SetupNA.EC_1994_1_1.γ_P.γ_P_unfav
IO.SetupNA.EC_1994_1_1.γ_V_1
IO.SetupNA.EC_1994_1_1.γ_V_2.γ_V1
IO.SetupNA.EC_1994_1_1.γ_V_2.γ_V2
IO.SetupNA.EC_1994_1_1.γ_V_3
IO.SetupNA.EC_1994_1_1.γ_VS_1
IO.SetupNA.EC_1994_1_1.γ_VS_2
IO.SetupNA.EC_1994_1_1.γ_VS_3
IO.SetupNA.EC_1994_1_1.γ_VS_4
IO.SetupNA.EC_1994_1_1.δ.δ_dry_lc
IO.SetupNA.EC_1994_1_1.δ.δ_dry_nc
IO.SetupNA.EC_1994_1_1.δ.δ_other_lc
IO.SetupNA.EC_1994_1_1.δ.δ_other_nc
IO.SetupNA.EC_1994_1_1.δ_s_max
IO.SetupNA.EC_1994_1_2.Name
IO.SetupNA.EC_1994_2.Name
IO.SetupNA.EC_1995_1_1.Name
IO.SetupNA.EC_1995_1_1.γ_M
IO.SetupNA.EC_1995_1_2.Name
IO.SetupNA.EC_1995_2.Name
IO.SetupNA.EC_1996_1_1.Coef.shrinkage
IO.SetupNA.EC_1996_1_1.Coef.α_t
IO.SetupNA.EC_1996_1_1.Coef.Ï•_unlim
IO.SetupNA.EC_1996_1_1.K_E
IO.SetupNA.EC_1996_1_1.M
IO.SetupNA.EC_1996_1_1.Method.I
IO.SetupNA.EC_1996_1_1.Method.II
IO.SetupNA.EC_1996_1_1.Name
IO.SetupNA.EC_1996_1_1.t_min
IO.SetupNA.EC_1996_1_1.γ_M
IO.SetupNA.EC_1996_1_1.γ_M_ser
IO.SetupNA.EC_1996_1_2.Name
IO.SetupNA.EC_1996_2.Name
IO.SetupNA.EC_1996_3.Name
IO.SetupNA.EC_1997_1.Name
IO.SetupNA.EC_1997_2.Name
IO.SetupNA.EC_1998_1.Name
IO.SetupNA.EC_1998_2.Name
IO.SetupNA.EC_1998_3.Name
IO.SetupNA.EC_1998_4.Name
IO.SetupNA.EC_1998_5.Name
IO.SetupNA.EC_1998_6.Name
IO.SetupNA.EC_1999_1_1.Name
IO.SetupNA.EC_1999_1_2.Name
IO.SetupNA.EC_1999_1_3.Name
IO.SetupNA.EC_1999_1_4.Name
IO.SetupNA.EC_1999_1_5.Name
IO.SetupNA.EC_NA.Code
IO.SetupNA.EC_NA.Index

Statistics: Posted by PetrS — 18 Mar 2015, 09:25

]]> 2015-03-18T09:24:39 2015-03-18T09:24:39 http://designforms.net/forum/viewtopic.php?t=208&p=243#p243 <![CDATA[Setup • Concrete]]> IO.Setup.Concrete.Defaults.Beam.Longitudinal.Lower.Diameter
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Lower.TypeOfCover
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Side.Cover
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Side.TypeOfCover
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Upper.Cover
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Upper.Diameter
IO.Setup.Concrete.Defaults.Beam.Longitudinal.Upper.TypeOfCover
IO.Setup.Concrete.Defaults.Beam.Stirrups.Angle
IO.Setup.Concrete.Defaults.Beam.Stirrups.Diameter
IO.Setup.Concrete.Defaults.Beam.Stirrups.NumberOfCuts
IO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Lower.Cover
IO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Lower.Diameter
IO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Lower.TypeOfCover
IO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Upper.Cover
IO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Upper.Diameter
IO.Setup.Concrete.Defaults.BeamSlab.Longitudinal.Upper.TypeOfCover
IO.Setup.Concrete.Defaults.Column.Longitudinal.Main.Cover
IO.Setup.Concrete.Defaults.Column.Longitudinal.Main.Diameter
IO.Setup.Concrete.Defaults.Column.Longitudinal.Main.TypeOfCover
IO.Setup.Concrete.Defaults.Column.Stirrups.Diameter
IO.Setup.Concrete.Defaults.Column.Stirrups.NumberOfCuts
IO.Setup.Concrete.Defaults.DefaultSwayType.SwayAroundYAxis
IO.Setup.Concrete.Defaults.DefaultSwayType.SwayAroundZAxis

IO.Setup.Concrete.Defaults.MinCover.AbrasionAttack
IO.Setup.Concrete.Defaults.MinCover.ConChars.TypeOfConcrete
IO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.Carbonation
IO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.FreezeThaw
IO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.Chemical
IO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.Chlorides
IO.Setup.Concrete.Defaults.MinCover.CorrosionAttack.ChloridesSea
IO.Setup.Concrete.Defaults.MinCover.DesignWorkingLife
IO.Setup.Concrete.Defaults.MinCover.SpecialControl.Geometric
IO.Setup.Concrete.Defaults.MinCover.SpecialControl.Quality
IO.Setup.Concrete.Defaults.MinCover.SurfaceType
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.AngleOfFirstLayerOfReinforcement
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.AngleOfSecondLayerOfReinforcement
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.Cover
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.DiameterFirst
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.DiameterSecond
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Lower.TypeOfCover
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.AngleOfFirstLayerOfReinforcement
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.AngleOfSecondLayerOfReinforcement
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.Cover
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.DiameterFirst
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.DiameterSecond
IO.Setup.Concrete.Defaults.PlateShell.Longitudinal.Upper.TypeOfCover
IO.Setup.Concrete.Defaults.Wall.Longitudinal.Main.AngleOfFirstLayerOfReinforcement
IO.Setup.Concrete.Defaults.Wall.Longitudinal.Main.AngleOfSecondLayerOfReinforcement
IO.Setup.Concrete.Defaults.Wall.Longitudinal.Main.Cover
IO.Setup.Concrete.Defaults.Wall.Longitudinal.Main.DiameterFirst
IO.Setup.Concrete.Defaults.Wall.Longitudinal.Main.DiameterSecond
IO.Setup.Concrete.Defaults.Wall.Longitudinal.Main.TypeOfCover
IO.Setup.Concrete.Solver.CrackingForces.TypeStrengthForCrackingForces
IO.Setup.Concrete.Solver.CrackingForces.ValueStrengthForCrackingForces
IO.Setup.Concrete.Solver.Deflections.MaximalAdditionalDisplacement
IO.Setup.Concrete.Solver.Deflections.MaximalTotalDisplacement
IO.Setup.Concrete.Solver.DesignAs.ReductionStrengthOfConcrete
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.CheckMaxBarDistance
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.CheckMaxBarTorsion
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.CheckMaxPercentage
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.CheckMinBarDistance
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.CheckMinPercentage
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.CheckMinPercentageSecMember
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.MaxBarDistance
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.MaxBarTorsion
IO.Setup.Concrete.Solver.DetProv.Beam.Longitudinal.MinBarDistance
IO.Setup.Concrete.Solver.DetProv.Beam.Stirrups.CheckMaxLongSpacingShear
IO.Setup.Concrete.Solver.DetProv.Beam.Stirrups.CheckMaxLongSpacingTorsion
IO.Setup.Concrete.Solver.DetProv.Beam.Stirrups.CheckMaxPercentage
IO.Setup.Concrete.Solver.DetProv.Beam.Stirrups.CheckMaxTransvSpacingShear
IO.Setup.Concrete.Solver.DetProv.Beam.Stirrups.CheckMinMandrelDiameter
IO.Setup.Concrete.Solver.DetProv.Beam.Stirrups.CheckMinPercentage
IO.Setup.Concrete.Solver.DetProv.BeamSlab.Longitudinal.CheckMaxBarDistance
IO.Setup.Concrete.Solver.DetProv.BeamSlab.Longitudinal.CheckMaxPercentage
IO.Setup.Concrete.Solver.DetProv.BeamSlab.Longitudinal.CheckMinBarDistance
IO.Setup.Concrete.Solver.DetProv.BeamSlab.Longitudinal.CheckMinPercentage
IO.Setup.Concrete.Solver.DetProv.BeamSlab.Longitudinal.MinBarDistance
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMaxBarDistance
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMaxBarTorsion
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMaxPercentage
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMinBarDiameter
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMinBarDistance
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMinNumBarsInCircularColumn
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.CheckMinPercentage
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.MaxBarDistance
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.MaxBarTorsion
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.MinBarDistance
IO.Setup.Concrete.Solver.DetProv.Column.Longitudinal.MinNumBarsInCircularColumn
IO.Setup.Concrete.Solver.DetProv.Column.Transverse.CheckMaxLongSpacing
IO.Setup.Concrete.Solver.DetProv.Column.Transverse.CheckMinBarDiameter
IO.Setup.Concrete.Solver.DetProv.Column.Transverse.CheckMinMandrelDiameter
IO.Setup.Concrete.Solver.DetProv.Column.Transverse.MinBarDiameter
IO.Setup.Concrete.Solver.DetProv.Column.Transverse.MinBarDiameterPerc
IO.Setup.Concrete.Solver.DetProv.DeepBeam.CheckMaxRatioReinf
IO.Setup.Concrete.Solver.DetProv.DeepBeam.CheckMaxSpacingReinf
IO.Setup.Concrete.Solver.DetProv.DeepBeam.CheckMinRatioReinf
IO.Setup.Concrete.Solver.DetProv.DeepBeam.CheckMinSpacingReinfBar
IO.Setup.Concrete.Solver.DetProv.DeepBeam.MaxSpacingReinfDist
IO.Setup.Concrete.Solver.DetProv.DeepBeam.MaxSpacingReinfHCoeff
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.CheckMaxRatioPrincipalReinf
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.CheckMaxSpacingPrincipalLongitudinalReinf
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.CheckMaxSpacingSecondaryLongitudinalReinf
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.CheckMinRatioPrincipalReinf
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.CheckMinSpacingReinfBar
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.CheckMintransverseRatioSecondaryReinf
IO.Setup.Concrete.Solver.DetProv.PlateShellPlate.MinTransverseRatioSecondaryReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.CheckMaxRatioVerticalReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.CheckMaxSpacingHorizontalReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.CheckMaxSpacingVerticalReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.CheckMinRatioHorizontalReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.CheckMinRatioVerticalReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.CheckMinSpacingReinfBar
IO.Setup.Concrete.Solver.DetProv.WallShellWall.MaxSpacingHorizontalReinf
IO.Setup.Concrete.Solver.DetProv.WallShellWall.MaxSpacingVerticalReinfDistance
IO.Setup.Concrete.Solver.DetProv.WallShellWall.MaxSpacingVerticalReinfHcoeff
IO.Setup.Concrete.Solver.General.AdditionalTensileByShearForce
IO.Setup.Concrete.Solver.General.Coeffcom
IO.Setup.Concrete.Solver.General.Coeffd
IO.Setup.Concrete.Solver.General.Coeffz
IO.Setup.Concrete.Solver.General.Creep.RH
IO.Setup.Concrete.Solver.General.Creep.t
IO.Setup.Concrete.Solver.General.Creep.t0
IO.Setup.Concrete.Solver.General.Creep.Typeφ
IO.Setup.Concrete.Solver.General.Creep.φ
IO.Setup.Concrete.Solver.General.LimCheck
IO.Setup.Concrete.Solver.General.NcalcCheck
IO.Setup.Concrete.Solver.General.SLS.UseEffectiveModulusOfConcrete
IO.Setup.Concrete.Solver.IntDiagram.DivisionOfStrain
IO.Setup.Concrete.Solver.IntDiagram.Method
IO.Setup.Concrete.Solver.IntDiagram.NumberOfPointsInVerticalCut
IO.Setup.Concrete.Solver.IntForces.InternalForcesSLS.UseGeoImp
IO.Setup.Concrete.Solver.IntForces.IsolatedMember
IO.Setup.Concrete.Solver.IntForces.ULS.MomentReductionAtSupports
IO.Setup.Concrete.Solver.IntForces.ULS.RatioReinf
IO.Setup.Concrete.Solver.IntForces.ULS.ShearForceReductionAtSupports
IO.Setup.Concrete.Solver.IntForces.ULS.TypeOfShearForceReductionAtSupports
IO.Setup.Concrete.Solver.IntForces.ULS.UseGeoImp
IO.Setup.Concrete.Solver.IntForces.ULS.UseMinEcc
IO.Setup.Concrete.Solver.IntForces.ULS.UseSecEffect
IO.Setup.Concrete.Solver.IntForces.ULS.UseShifting
IO.Setup.Concrete.Solver.IntForces.UnfavourDir
IO.Setup.Concrete.Solver.IntForces.UseEqValue
IO.Setup.Concrete.Solver.Shear.Cotθ
IO.Setup.Concrete.Solver.Shear.ShearBetweenWebAndFlanges.AngleOfCompressionStrut
IO.Setup.Concrete.Solver.Shear.ShearBetweenWebAndFlanges.CotangentAngleOfCompressionStrut
IO.Setup.Concrete.Solver.Shear.ShearBetweenWebAndFlanges.TypeAngleCompressionStrut
IO.Setup.Concrete.Solver.Shear.Typeθ
IO.Setup.Concrete.Solver.Shear.θ
IO.Setup.Concrete.Solver.StressLimitations.IndirectLoad
IO.Setup.Concrete.Solver.Torsion.EquivThinWalledCSS

Statistics: Posted by PetrS — 18 Mar 2015, 09:24

]]> 2015-03-18T09:24:05 2015-03-18T09:24:05 http://designforms.net/forum/viewtopic.php?t=207&p=242#p242 <![CDATA[Setup • Composite]]> IO.Setup.Composite.AnalysisModel.CreepFactor
IO.Setup.Composite.AnalysisModel.CompositeBeamsArePropped
IO.Setup.Composite.AnalysisModel.DefaultDegreeConnectionForBeam
IO.Setup.Composite.Connectors.nr
IO.Setup.Composite.Connectors.nrows_M
IO.Setup.Composite.Connectors.nrows
IO.Setup.Composite.Connectors.placement
IO.Setup.Composite.Connectors.bcstud
IO.Setup.Composite.Connectors.welding
IO.Setup.Composite.Connectors.approach
IO.Setup.Composite.Reinf2D.Long.Diameter
IO.Setup.Composite.Reinf2D.Long.Spacing
IO.Setup.Composite.Reinf2D.Long.Cover
IO.Setup.Composite.Reinf2D.Transv.Diameter
IO.Setup.Composite.Reinf2D.Transv.Spacing
IO.Setup.Composite.Deflection.CamberType
IO.Setup.Composite.Deflection.CamberAbs
IO.Setup.Composite.Deflection.CamberRel
IO.Setup.Composite.Deflection.CamberRatio
IO.Setup.Composite.Deflection.LimitCS
IO.Setup.Composite.Deflection.LimitTotal
IO.Setup.Composite.Deflection.LimitPerm
IO.Setup.Composite.Deflection.LimitAdd

Statistics: Posted by PetrS — 18 Mar 2015, 09:24

]]> 2015-03-18T09:23:46 2015-03-18T09:23:46 http://designforms.net/forum/viewtopic.php?t=206&p=241#p241 <![CDATA[Setup • General]]> Statistics: Posted by PetrS — 18 Mar 2015, 09:23

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