Beispiel #1
0
        public void BoltGroup4X4NegativeEccentricitySameCValue()
        {
            BoltGroup bg = new BoltGroup(2, 2, 3, 3);
            double C = bg.GetInstantaneousCenterCoefficient(-10, 0);
            double refValue = 0.78; // from AISC Steel Manual
            double actualTolerance = EvaluateActualTolerance(C, refValue);

            Assert.LessOrEqual(actualTolerance, tolerance);
        }
Beispiel #2
0
        public void BoltGroupSingleLine45DegreesReturnsC()
        {
            BoltGroup bg = new BoltGroup(4, 1, 0, 3);
            double C = bg.GetInstantaneousCenterCoefficient(8, 45);
            double refValue = 1.64; // from AISC Steel Manual
            double actualTolerance = EvaluateActualTolerance(C, refValue);

            Assert.LessOrEqual(actualTolerance, tolerance);
        }
        public static Dictionary<string, object> BoltGroupCoefficient(double N_rows, double N_cols, double p_h, double p_v, double e_group, double theta, string Code = "AISC360-10")
        {
            //Default values
            double C_BoltGroup = 0;
            double C_prime = 0;

            //Calculation logic:
            int N_r = (int) N_rows;
            int N_c = (int)N_cols;

            BoltGroup bg = new BoltGroup(N_r, N_c, p_h, p_v);
            C_BoltGroup = bg.GetInstantaneousCenterCoefficient(e_group, theta);
            C_prime = bg.GetPureMomentCoefficient();

            return new Dictionary<string, object>
            {
                { "C_BoltGroup", C_BoltGroup },
                { "C_prime", C_prime }
            };
        }
Beispiel #4
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        public void BoltGroupTripleLine0DegreesReturnsCValue()
        {
            BoltGroup bg = new BoltGroup(3, 3, 3, 3);
            double C = bg.GetInstantaneousCenterCoefficient(3, 0);
            double refValue = 5.79; // from AISC Steel Manual
            double actualTolerance = EvaluateActualTolerance(C, refValue);

            Assert.LessOrEqual(actualTolerance, tolerance);
        }
Beispiel #5
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 public void BoltGroupElasticReturnsElasticMoment()
 {
     BoltGroup bg = new BoltGroup(4, 2, 3, 3);
     double C = bg.CalculateElasticGroupMomentCoefficientC();
     double boltStrength = 4.39205;
     double MomentCapacity = C * boltStrength;
     Assert.AreEqual(100.0, Math.Round(MomentCapacity));
 }
Beispiel #6
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        public void BoltGroup3X2ReturnsC_primePureMomentValue()
        {
            BoltGroup bg = new BoltGroup(3, 2, 3, 3);
            double C_prime = bg.GetPureMomentCoefficient();
            double refValue = 15.8; // from AISC Steel Manual
            double actualTolerance = EvaluateActualTolerance(C_prime, refValue);

            Assert.LessOrEqual(actualTolerance, tolerance);
        }