public void GussetSingleBraceReturnsEffectiveLength()
        {
            AffectedElement el = new AffectedElement();
            double          KL = el.GetGussetPlateEffectiveCompressionLength(Steel.AISC.GussetPlateConfiguration.SingleBrace, 10, 10);

            Assert.AreEqual(7, KL);
        }
Esempio n. 2
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        public void BlockShearReturnsValue()
        {
            AffectedElement element         = new AffectedElement(36.0, 58.0);
            double          phiR_n          = element.GetBlockShearStrength(39.0, 26.0, 7.0, true);
            double          refValue        = 938.0;
            double          actualTolerance = EvaluateActualTolerance(phiR_n, refValue);

            Assert.True(actualTolerance <= tolerance);
        }
Esempio n. 3
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        public override void Apply()
        {
#if DEBUG
            if (AffectedElement.GetReferencedElement((IReference)Feature, Index) != DeletedElement)
            {
                Debugger.Break();
            }
#endif
            AffectedElement.GetReferencedElements((IReference)Feature).RemoveAt(Index);
        }
Esempio n. 4
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        public void AffectedElementReturnsWhitmoreSectionWidth()
        {
            AffectedElement el = new AffectedElement();

            double b_Whitmore      = el.GetWhitmoreSectionWidth(18.0, 3.0);
            double refValue        = 23.8;
            double actualTolerance = EvaluateActualTolerance(b_Whitmore, refValue);

            Assert.LessOrEqual(actualTolerance, tolerance);
        }
        public void GussetReturnsCompactness()
        {
            double t_g      = 0.5;
            double c_Gusset = 2.0;
            double F_y      = 36.0;
            double E        = 29000.0;
            double l_1      = 2.0;

            AffectedElement el = new AffectedElement();
            bool            IsGussetPlateConfigurationCompact = el.IsGussetPlateConfigurationCompact(t_g, c_Gusset, F_y, E, l_1);

            Assert.AreEqual(true, IsGussetPlateConfigurationCompact);
        }
        public static Dictionary <string, object> GussetPlateConfigurationCompactness(double t_g, double c_Gusset, double F_y, double l_1, double E = 29000, string Code = "AISC360-10")
        {
            //Default values
            bool IsGussetCompactConfiguration = false;


            //Calculation logic:
            AffectedElement el = new AffectedElement();

            IsGussetCompactConfiguration = el.IsGussetPlateConfigurationCompact(t_g, c_Gusset, F_y, E, l_1);

            return(new Dictionary <string, object>
            {
                { "GussetPlateConfigurationCompactness", IsGussetCompactConfiguration }
            });
        }
        public static Dictionary <string, object> WhitmoreSectionWidth(double l, double b_con, string Code = "AISC360-10")
        {
            //Default values
            double b_Whitmore = 0;


            //Calculation logic:
            AffectedElement el = new AffectedElement();

            b_Whitmore = el.GetWhitmoreSectionWidth(l, b_con);

            return(new Dictionary <string, object>
            {
                { "b_Whitmore", b_Whitmore }
            });
        }
        public static Dictionary <string, object> GussetPlateEffectiveCompressionLength(string GussetPlateConfigurationId, double l_1, double l_2, bool IsGussetCompactConfiguration = false, string Code = "AISC360-10")
        {
            //Default values
            double KL_gusset = 0;


            //Calculation logic:
            AffectedElement          el   = new AffectedElement();
            GussetPlateConfiguration conf = ParseGussetConfiguration(GussetPlateConfigurationId, IsGussetCompactConfiguration);

            KL_gusset = el.GetGussetPlateEffectiveCompressionLength(conf, l_1, l_2);

            return(new Dictionary <string, object>
            {
                { "KL_gusset", KL_gusset }
            });
        }
        public static Dictionary <string, object> BlockShearStrength(double A_gv, double A_nv, double A_nt, double F_y, double F_u, string StressDistibutionType,
                                                                     string Code = "AISC360-10")
        {
            //Default values

            bool StressIsUniform = false;

            if (StressDistibutionType == "Uniform")
            {
                StressIsUniform = true;
            }

            //Calculation logic:
            AffectedElement element = new AffectedElement(F_y, F_u);
            double          phiR_n  = element.GetBlockShearStrength(A_gv, A_nv, A_nt, StressIsUniform);

            return(new Dictionary <string, object>
            {
                { "phiR_n", phiR_n }
            });
        }
Esempio n. 10
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 public override void Apply()
 {
     AffectedElement.GetReferencedElements((IReference)Feature).Add(AddedElement);
 }
Esempio n. 11
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 public override void Apply()
 {
     AffectedElement.GetAttributeValues((IAttribute)Feature).Clear();
 }
Esempio n. 12
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 public override void Apply()
 {
     AffectedElement.GetAttributeValues((IAttribute)Feature).Add(Feature.Type.Parse(AddedValue));
 }
Esempio n. 13
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 public override void Apply()
 {
     AffectedElement.GetAttributeValues((IAttribute)Feature).Insert(Index, AddedValue);
 }
Esempio n. 14
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 public override void Apply()
 {
     AffectedElement.GetAttributeValues((IAttribute)Feature).RemoveAt(Index);
 }
Esempio n. 15
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 public override void Apply()
 {
     AffectedElement.SetReferencedElement((IReference)Feature, NewValue);
 }
Esempio n. 16
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 public override void Apply()
 {
     AffectedElement.GetReferencedElements((IReference)Feature).Insert(Index, AddedElement);
 }
Esempio n. 17
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 public override void Apply()
 {
     AffectedElement.SetAttributeValue((IAttribute)Feature, Feature.Type.Parse(NewValue));
 }
Esempio n. 18
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 public override void Apply()
 {
     AffectedElement.GetReferencedElements((IReference)Feature).Clear();
 }
Esempio n. 19
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 public override void Apply()
 {
     AffectedElement.GetReferencedElements((IReference)Feature).Remove(DeletedElement);
 }