public void SetNotesTest_Success()
{
var scriptBuilder = ScriptBuilder.Create("Test", "Desc", "Tag1", "Tag2");
var script = scriptBuilder.SetNotes("Note").Build();
Assert.That(script.Notes, Is.EqualTo("Note"));
}
public void SetAuthorTest_Success()
{
var scriptBuilder = ScriptBuilder.Create("Test", "Desc", "Tag1", "Tag2");
var script = scriptBuilder.SetAuthor("Author").Build();
Assert.That(script.Author, Is.EqualTo("Author"));
}
public void SetDocumentTest_Success()
{
var scriptBuilder = ScriptBuilder.Create("Test", "Desc", "Tag1", "Tag2");
var script = scriptBuilder.SetDocument("Document").Build();
Assert.That(script.AccordingTo, Is.EqualTo("Document"));
}
public void SetDescriptionTest_Success()
{
var scriptBuilder = ScriptBuilder.Create("Test", "Desc", "Tag1", "Tag2");
var script = scriptBuilder.SetDescription("NewDesc").Build();
Assert.That(script.Description, Is.EqualTo("NewDesc"));
}
public void SetGroupNameTest_Success()
{
var scriptBuilder = ScriptBuilder.Create("Test", "Desc", "Tag1", "Tag2");
var script = scriptBuilder.SetGroupName("GroupName").Build();
Assert.That(script.GroupName, Is.EqualTo("GroupName"));
}
public void AppendParameterTest_Success()
{
var scriptBuilder = ScriptBuilder.Create("Test", "Desc", "Tag1", "Tag2");
var parameter = Mock.Of <IParameter>();
var script = scriptBuilder.AppendParameter(parameter).Build();
Assert.That(script.Parameters.Count, Is.EqualTo(1));
}
public void ConstructorTest_Success()
{
var script = ScriptBuilder.Create("Test", "Desc", "Tag1", "Tag2").Build();
Assert.That(script.Name, Is.EqualTo("Test"));
Assert.That(script.Description, Is.EqualTo("Desc"));
CollectionAssert.Contains(script.Tags, "Tag1");
CollectionAssert.Contains(script.Tags, "Tag2");
}
public void AppendTagsTest_Success()
{
var scriptBuilder = ScriptBuilder.Create("Test", "Desc", "Tag1", "Tag2");
var script = scriptBuilder.AppendTags("Tag3", "Tag4").Build();
CollectionAssert.Contains(script.Tags, "Tag1");
CollectionAssert.Contains(script.Tags, "Tag2");
CollectionAssert.Contains(script.Tags, "Tag3");
CollectionAssert.Contains(script.Tags, "Tag4");
}
private object CalculateScript(SI.Script scriptData, FunctionArgs functionArgs, IParameterRepository parameterRepository)
{
var script = ScriptBuilder.Create(
scriptData.Name,
scriptData.Description,
new string[0])
.Build();
script.Parameters = GetParameters(scriptData, parameterRepository).ToList();
var calculationEngine = new CalculationEngine(script);
IDictionary <string, object> parameterValues = GetParametersValues(functionArgs);
calculationEngine.Calculate(parameterValues);
IncludeParameterValues(script, parameterValues);
SetPrefixes(functionArgs, script);
return(true);
}
public void NewlyCreatedScriptTest_Success()
{
var scriptBuilder = ScriptBuilder.Create(name: "Mean compresive strength of concrete at 28 days",
description: "Calculate mean compressive strength of concrete at 28 days. Base on [PN-EN-1992-1-1:2002 Table 3.1].",
"Eurocode 1992", "Concrete", "Materials", "Strength", "Compressive");
scriptBuilder.SetDocument("PN-EN-1992-1-1:2002")
.SetAuthor("Konrad Kania")
.SetGroupName("Eurocode 2")
.AppendParameter(new Parameter()
{
Number = 1,
Name = "f_ck_",
VisibilityValidator = "[f_ck_]>0",
Description = "Characteristic compressive cylinder strength of concrete at 28 days.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "MPa"
})
.AppendParameter(new Parameter()
{
Number = 2,
Name = "f_cm_",
VisibilityValidator = "[f_cm_]>0",
Description = "Mean compressive strength at 28 days.",
Value = "[f_ck_]+8",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "MPa"
});
var script = scriptBuilder.Build();
var calculationEngine = new CalculationEngine(script);
calculationEngine.CalculateFromText("[f_ck_]=30");
Assert.That(38, Is.EqualTo(script.GetParameterByName("f_cm_").Value));
}
public void MomentOfInteriaScriptTest_Success()
{
var scriptBuilder = ScriptBuilder.Create(name: "Moment of interia for rectangle",
description: "Calculate moment of interia for rectangle",
"Section", "Moment of interia", "Rectangle");
scriptBuilder.AppendParameter(new Parameter()
{
Number = 1,
Name = "b",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible
})
.AppendParameter(new Parameter()
{
Number = 2,
Name = "h",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 3,
Name = "I",
Value = "[b]*Pow([h],3)/12",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible
});
var script = scriptBuilder.Build();
var calculationEngine = new CalculationEngine(script);
calculationEngine.CalculateFromText("[b]=50,[h]=70");
Assert.That(1429166.667, Is.EqualTo(script.GetParameterByName("I").Value).Within(0.001));
}
public void CreationTest_Success()
{
var scriptBuilder = ScriptBuilder.Create(name: "Steel tension",
description: "Calculate tension resistance. Base on [PN-EN-1993-1-1:2005 6.2.3.(2)a)].",
"Eurocode 1993", "Steel", "Tension", "Resistance");
scriptBuilder.SetAuthor("Konrad Kania");
scriptBuilder.SetDocument("PN-EN-1993-1-1:2005");
scriptBuilder.SetGroupName("Eurocode 3");
scriptBuilder.SetNotes("Net area not included.");
scriptBuilder
.AppendParameter(new Parameter()
{
Number = 1,
Name = "N_Ed_",
Description = "Normal design force at calculated position.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "kN"
})
.AppendParameter(new Parameter()
{
Number = 2,
Name = "A",
Description = "Area of the section.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "cm^2^"
})
.AppendParameter(new Parameter()
{
Number = 3,
Name = "f_y_",
Description = "Yield strength.",
ValueType = ValueTypes.Number,
ValueOptions = new List <ValueOption>()
{
new ValueOption(235),
new ValueOption(275),
new ValueOption(355),
new ValueOption(420),
new ValueOption(440),
new ValueOption(460),
new ValueOption(null),
},
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "MPa"
})
.AppendParameter(new Parameter()
{
Number = 4,
Name = "γ_M0_",
Description = "Partial safety factor.",
Value = 1.0,
ValueType = ValueTypes.Number,
Context = ParameterOptions.StaticData,
Unit = ""
})
.AppendParameter(new Parameter()
{
Number = 5,
Name = "N_pl,Rd_",
Value = "[A]*[f_y_]/[γ_M0_]/10",
Description = "Design plastic resistance of the gross cross-section.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "kN"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 27,
Name = "Resistance",
Value = "[N_Ed_]/[N_pl,Rd_]*100",
Description = "Resistance of the element loaded with normal force.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "%"
});
var script = scriptBuilder.Build();
var calculationEngine = new CalculationEngine(script);
calculationEngine.CalculateFromText("[A]=60|[f_y_]=235|[N_Ed_]=1400");
Assert.That(script.GetParameterByName("N_pl,Rd_").Value, Is.EqualTo(1410).Within(0.000001));
Assert.That(script.GetParameterByName("Resistance").Value, Is.EqualTo(99.29078).Within(0.000001));
}
public void NewlyCreatedScriptTest_Success()
{
var scriptBuilder = ScriptBuilder.Create(name: "Compressive strength of concrete at an age",
description: "Calculate compressive strength of concrete at an age. Base on [PN-EN-1992-1-1:2002 3.1.2].",
"Eurocode 1992", "Concrete", "Materials", "Strength", "Time", "Compressive");
var cementTypes = new List <ValueOption>
{
new ValueOption(value: "CEM 42,5R",
description: "Rapid hardening high strength cements (R)."),
new ValueOption(value: "CEM 52,5N",
description: "Rapid hardening high strength cements (R)."),
new ValueOption(value: "CEM 52,5R",
description: "Rapid hardening high strength cements (R)."),
new ValueOption(value: "CEM 32,5R",
description: "Normal and rapid hardening cements (N)."),
new ValueOption(value: "CEM 42,5",
description: "Normal and rapid hardening cements (N)."),
new ValueOption(value: "CEM 32,5N",
description: "Slow hardening cements (S).")
};
scriptBuilder.AppendParameter(new Parameter()
{
Number = 1,
Name = "f_ck_",
VisibilityValidator = "[f_ck_]>0",
Description = "Characteristic compressive cylinder strength of concrete at 28 days.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "MPa"
})
.AppendParameter(new Parameter()
{
Number = 2,
Name = "f_cm_",
VisibilityValidator = "[f_cm_]>0",
Description = "Mean compressive strength at 28 days.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "MPa",
})
.AppendParameter(new Parameter()
{
Number = 3,
Name = "cement_type_",
Description = "Type of cement.",
ValueOptions = cementTypes,
ValueType = ValueTypes.Text,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "-"
})
.AppendParameter(new Parameter()
{
Number = 4,
Name = "t",
VisibilityValidator = "[t]>3",
Description = "Age of the concrete in days.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "day"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 10,
Name = "s",
Value = "if(in([cement_type_],'CEM 42,5R','CEM 52,5N', 'CEM 52,5R') == true,0.2," +
"if(in([cement_type_],'CEM 32,5R','CEM 42,5') == true,0.25," +
"if(in([cement_type_],'CEM 32,5N') == true,0.38, ERROR('Invalid cement type.'))))",
Description = "Coefficient which depends on the type of cement.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "-"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 11,
Name = "β_cc_(t)",
Value = "Exp([s]*(1-Sqrt(28/[t])))",
Description = "Coefficient which depends on the age of the concrete t.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "-"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 12,
Name = "f_cm_(t)",
Value = "[β_cc_(t)]*[f_cm_]",
Description = "Mean concrete compressive strength at an age of t days.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "MPa"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 13,
Name = "f_ck_(t)",
Value = "if([t]>=28,[f_ck_],if([t]>3,[f_cm_(t)]-8,ERROR('Not even 3 days.')))",
Description = "Concrete compressive strength at time t.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "MPa"
});
var script = scriptBuilder.Build();
var calculationEngine = new CalculationEngine(script);
calculationEngine.CalculateFromText("[f_ck_]=30|[f_cm_]=38|[cement_type_]=CEM 42,5R|[t]=5");
Assert.That(0.2, Is.EqualTo(script.GetParameterByName("s").Value).Within(0.000001));
Assert.That(0.760874, Is.EqualTo(script.GetParameterByName("β_cc_(t)").Value).Within(0.000001));
Assert.That(28.913244, Is.EqualTo(script.GetParameterByName("f_cm_(t)").Value).Within(0.000001));
Assert.That(20.913244, Is.EqualTo(script.GetParameterByName("f_ck_(t)").Value).Within(0.000001));
}
public void NewlyCreatedScriptTest_Success()
{
var scriptBuilder = ScriptBuilder.Create(name: "Shear resistance without shear reinforcement",
description: "Calculate shear resistance without shear reinforcement. Base on [PN-EN-1992-1-1:2002 6.2.2].",
"Eurocode 1992", "Concrete", "Shear", "Resistance");
scriptBuilder
.AppendParameter(new Parameter()
{
Number = 1,
Name = "V_Ed_",
Description = "Shear force at calculated position.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "kN"
})
.AppendParameter(new Parameter()
{
Number = 2,
Name = "f_ck_",
Description = "Mean compressive strength at 28 days.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "MPa"
})
.AppendParameter(new Parameter()
{
Number = 4,
Name = "b_w_",
Description = "Section width.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "mm"
})
.AppendParameter(new Parameter()
{
Number = 5,
Name = "d",
Description = "Effective depth of a cross-section.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "mm"
})
.AppendParameter(new Parameter()
{
Number = 6,
Name = "A_sl_",
Description = "Area of the tensile reinforcement, which extends ≥ (lbd + d) beyond the section considered.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "cm^2^"
})
.AppendParameter(new Parameter()
{
Number = 7,
Name = "N_Ed_",
Description = "Axial force in the cross-section due to loading or prestressing in newtons (NEd>0 for compression)." +
" The influence of imposed deformations on NEd may be ignored.",
Value = 0,
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "N"
})
.AppendParameter(new Parameter()
{
Number = 8,
Name = "A_c_",
Description = "Area of concrete cross section [mm2].",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Editable | ParameterOptions.Visible,
Unit = "mm^2^"
})
.AppendParameter(new Parameter()
{
Number = 10,
Name = "k_1_",
Value = 0.15,
Description = "Coefficient",
ValueType = ValueTypes.Number,
Context = ParameterOptions.StaticData,
Unit = "-"
})
.AppendParameter(new Parameter()
{
Number = 11,
Name = "γ_c_",
Value = 1.4,
Description = "Partial factors for concrete.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.StaticData,
Unit = "-"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 20,
Name = "C_Rd,c_",
Value = "0.18/[γ_c_]",
Description = "Coefficient.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "-"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 21,
Name = "k",
Value = "Min(1+Sqrt(200/[d]),2)",
Description = "Coefficient.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "-"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 22,
Name = "ρ_l_",
Value = "Min(0.02,[A_sl_]/([b_w_]*[d]))",
Description = "Reinforcement ratio for longitudinal reinforcement.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "-"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 23,
Name = "f_cd_",
Value = "[f_ck_]/[γ_c_]",
Description = "Design value of concrete compressive strength.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "MPa"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 24,
Name = "σ_cp_",
Value = "Min([N_Ed_]/[A_c_],0.2*[f_cd_])",
Description = "Compressive stress in the concrete from axial load or prestressing.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "MPa"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 25,
Name = "v_min_",
Value = "0.035*Pow([k],3/2)*Pow([f_ck_],1/2)",
Description = "Coefficient.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "MPa"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 26,
Name = "V_Rd,c_",
Value = "Max(([v_min_]+[k_1_]*[σ _cp_])*[b_w_]*[d]," +
"([C_Rd,c_]*[k]*Pow(100*[ρ_l_]*[f_ck_],1/3)+[k_1_]*[σ _cp_])*[b_w_]*[d])" +
"/1000",
Description = "Design value for the shear resistance.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "kN"
});
scriptBuilder.AppendParameter(new Parameter()
{
Number = 27,
Name = "Resistance",
Value = "[V_Ed_]/[V_Rd,c_]*100",
Description = "Resistance of the element without shear reinforcement.",
ValueType = ValueTypes.Number,
Context = ParameterOptions.Calculation | ParameterOptions.Visible,
Unit = "%"
});
var script = scriptBuilder.Build();
var calculationEngine = new CalculationEngine(script);
calculationEngine.CalculateFromText("[V_Ed_]=100|[f_ck_]=30|[b_w_]=240|[d]=461|[A_sl_]=339|[N_Ed_]=100|[A_c_]=150000");
Assert.That(0.128571, Is.EqualTo(script.GetParameterByName("C_Rd,c_").Value).Within(0.000001));
Assert.That(1.658664, Is.EqualTo(script.GetParameterByName("k").Value).Within(0.000001));
Assert.That(0.003063, Is.EqualTo(script.GetParameterByName("ρ_l_").Value).Within(0.000001));
Assert.That(21.428571, Is.EqualTo(script.GetParameterByName("f_cd_").Value).Within(0.000001));
Assert.That(0.000666, Is.EqualTo(script.GetParameterByName("σ_cp_").Value).Within(0.000001));
Assert.That(0.409512, Is.EqualTo(script.GetParameterByName("v_min_").Value).Within(0.000001));
Assert.That(49.436619, Is.EqualTo(script.GetParameterByName("V_Rd,c_").Value).Within(0.000001));
Assert.That(202.279, Is.EqualTo(script.GetParameterByName("Resistance").Value).Within(0.001));
}