C# (CSharp) Wosad.Analysis BeamPinnedFixed Examples

Example #1

File: BeamInstanceFactory.cs Project: jerem48/Wosad.Design

        public IAnalysisBeam CreateBeamInstance(string BeamCaseId, LoadBeam load, ICalcLog Log)
        {
            double L = d.L;
            double LoadDimension_a = d.a_load;

            Beam bm = null;

            if (BeamCaseId.StartsWith("C1") == true)
            {
                bm = new BeamSimple(d.L, load, Log);
            }
            else if (BeamCaseId.StartsWith("C2") == true)
            {
                bm = new BeamSimpleWithOverhang(L, LoadDimension_a, load, Log);
            }
            else if (BeamCaseId.StartsWith("C3") == true)
            {
                bm = new BeamPinnedFixed(L, load, Log);
            }
            else if (BeamCaseId.StartsWith("C4") == true)
            {
                bm = new BeamFixedFixed(L, load, Log);
            }
            else //else if (BeamCaseId.StartsWith("C5") == true)
            {
                bm = new BeamCantilever(L, load, Log);
            }

            bm.ModulusOfElasticity = d.E;
            bm.MomentOfInertia     = d.I;

            return(bm);
        }

Example #2

File: BeamInstanceFactory.cs Project: Wosad/Wosad.Design

        public IAnalysisBeam CreateBeamInstance(string BeamCaseId, LoadBeam load, ICalcLog Log)
        {
            double L = d.L;
            double LoadDimension_a = d.a_load;

            Beam bm = null;
            if (BeamCaseId.StartsWith("C1") == true)
            {
                bm = new BeamSimple(d.L, load, Log);
            }
            else if (BeamCaseId.StartsWith("C2") == true)
            {
                bm = new BeamSimpleWithOverhang(L, LoadDimension_a, load, Log);
            }
            else if (BeamCaseId.StartsWith("C3") == true)
            {
                bm = new BeamPinnedFixed(L,load, Log);
            }
            else if (BeamCaseId.StartsWith("C4") == true)
            {
                bm = new BeamFixedFixed(L, load, Log);
            }
            else //else if (BeamCaseId.StartsWith("C5") == true)
            {
                bm = new BeamCantilever(L, load, Log);
            }

            bm.ModulusOfElasticity = d.E;
            bm.MomentOfInertia = d.I;

            return bm;
        }