Init commit

Models/MaterialDefinition/ConcreteDefinition.cs

@@ -0,0 +1,15 @@
+using System;
+
+namespace StructureHelper
+{
+    public class ConcreteDefinition : MaterialDefinitionBase
+    {
+        public ConcreteDefinition(string materialClass, double youngModulus, double compressiveStrengthCoef, double tensileStrengthCoef, double materialCoefInCompress, double materialCoefInTension)
+            : base(materialClass, youngModulus, compressiveStrengthCoef, tensileStrengthCoef, materialCoefInCompress, materialCoefInTension)
+        {
+            CompressiveStrength = compressiveStrengthCoef/* * Math.Pow(10, 6)*/;
+            TensileStrength = Math.Round(620 * Math.Sqrt(CompressiveStrength), 2);
+            YoungModulus = Math.Round(4.7 * Math.Sqrt(DesignCompressiveStrength), 2);
+        }
+    }
+}

Models/MaterialDefinition/MaterialDefinitionBase.cs

@@ -0,0 +1,28 @@
+using System;
+
+namespace StructureHelper
+{
+    public class MaterialDefinitionBase
+    {
+        public string MaterialClass { get; set; }
+        public double YoungModulus { get; set; }
+        public double CompressiveStrength { get; set; }
+        public double TensileStrength { get; set; }
+        public double MaterialCoefInCompress { get; set; }
+        public double MaterialCoefInTension { get; set; }
+        public double DesignCompressiveStrength { get; set; }
+        public double DesingTensileStrength { get; set; }
+
+        public MaterialDefinitionBase(string materialClass, double youngModulus, double compressiveStrengthCoef, double tensileStrengthCoef, double materialCoefInCompress, double materialCoefInTension)
+        {
+            MaterialClass = materialClass;
+            YoungModulus = youngModulus;
+            CompressiveStrength = compressiveStrengthCoef;
+            TensileStrength = tensileStrengthCoef;
+            MaterialCoefInCompress = materialCoefInCompress;
+            MaterialCoefInTension = materialCoefInTension;
+            DesignCompressiveStrength = compressiveStrengthCoef * Math.Pow(10, 6) * 1 / 1;
+            DesingTensileStrength = tensileStrengthCoef * Math.Pow(10, 3) * 1 / materialCoefInTension;
+        }
+    }
+}

Models/MaterialDefinition/RebarDefinition.cs

@@ -0,0 +1,12 @@
+namespace StructureHelper
+{
+    public class RebarDefinition : MaterialDefinitionBase
+    {
+        public RebarDefinition(string materialClass, double youngModulus, double compressiveStrengthCoef, double tensileStrengthCoef, double materialCoefInCompress, double materialCoefInTension) : base(materialClass, youngModulus, compressiveStrengthCoef, tensileStrengthCoef, materialCoefInCompress, materialCoefInTension)
+        {
+            YoungModulus = youngModulus/* * Math.Pow(10, 11)*/;
+            CompressiveStrength = compressiveStrengthCoef/* * Math.Pow(10, 6)*/;
+            TensileStrength = tensileStrengthCoef/* * Math.Pow(10, 6)*/;
+        }
+    }
+}