public NodeCheck()
{
side1Length = inputValues.CreateDoubleCalcValue("Side 1 Length", "l_1", "mm", 100);
side1Force = inputValues.CreateDoubleCalcValue("Side 1 force", "F_1", "kN", 100);
side2Length = inputValues.CreateDoubleCalcValue("Side 2 Length", "l_2", "mm", 100);
side2Force = inputValues.CreateDoubleCalcValue("Side 2 force", "F_2", "kN", 100);
side3Length = inputValues.CreateDoubleCalcValue("Side 3 Length", "l_3", "mm", 100);
side3Force = inputValues.CreateDoubleCalcValue("Side 3 force", "F_3", "kN", 100);
nodeWidth = inputValues.CreateDoubleCalcValue("Node width", "W", "mm", 200);
cylinderStr = inputValues.CreateDoubleCalcValue("Cylinder strength", "f_{ck}", "N/mm^2", 35);
reductionFactor = outputValues.CreateDoubleCalcValue("Reduction factor", "v'", "", 1);
cccNodeFactor = inputValues.CreateDoubleCalcValue("CCC node factor", "k_1", "", 1);
cctNodeFactor = inputValues.CreateDoubleCalcValue("CCT node factor", "k_2", "", 0.85);
cttNodeFactor = inputValues.CreateDoubleCalcValue("CTT node factor", "k_3", "", 0.75);
alphaCC = inputValues.CreateDoubleCalcValue("Coefficient", @"\alpha_{cc}", "", 1);
concPartialFactor = inputValues.CreateDoubleCalcValue("Partial material factor for concrete", @"\gamma_C", "", 1.15);
concreteCompStr = inputValues.CreateDoubleCalcValue("Compressive strength of concrete", "f_{cd}", "N/mm2", 0);
p3Coords = outputValues.CreateCalcListOfDoubleArrays("Point 3", new List <double[]> {
new double[] { 0, 0 }
});
face1Stress = outputValues.CreateDoubleCalcValue("Face 1 stress", @"\sigma_1", "N/mm^2", 0);
face2Stress = outputValues.CreateDoubleCalcValue("Face 1 stress", @"\sigma_2", "N/mm^2", 0);
face3Stress = outputValues.CreateDoubleCalcValue("Face 1 stress", @"\sigma_3", "N/mm^2", 0);
nodeCompStrength = outputValues.CreateDoubleCalcValue("Node compressive strength", @"\sigma_{Rd,max}", "", 0);
exp1 = new Formula();
exp2 = new Formula();
exp3 = new Formula();
UpdateCalc();
}
private void initialise()
{
_loads = inputValues.CreateCalcListOfDoubleArrays("Loads (kN) and times (d)", new List <double[]> {
new double[] { 100, 28 }, new double[] { 500, 90 }, new double[] { 2000, 180 }
});
_numberOfSSteps = outputValues.CreateDoubleCalcValue("Steps", "", "", 0);
concGrade = inputValues.CreateCalcSelectionList("Concrete grade", "35", new List <string> {
"30", "35", "40", "45", "50", "60", "70", "80", "90"
});
notionalcreepcoeff = outputValues.CreateDoubleCalcValue("Notional creep coefficient", @"\varphi(t,t_0)", "", 0);
charCompStr = outputValues.CreateDoubleCalcValue("Concrete characteristic compressive strength", "f_{ck}", @"N/mm^2", 43);
meanCompStr = outputValues.CreateDoubleCalcValue("Concrete mean compressive strength", "f_{cm}", @"N/mm^2", 43);
relativeHumidity1 = inputValues.CreateDoubleCalcValue("Relative humidity 1", "RH", "", 70);
relativeHumidity2 = inputValues.CreateDoubleCalcValue("Relative humidity 2", "RH", "", 50);
relativeHumiditySwitchTime = inputValues.CreateDoubleCalcValue("Relative humidity switch time", "t_{humiditychange}", "d", 80);
//time0 = inputValues.CreateDoubleCalcValue("Time load applied", "t_0", "days", 28);
time = inputValues.CreateDoubleCalcValue("Time", "t", "days", 10000000);
timeShrinkStart = inputValues.CreateDoubleCalcValue("Shrinkage start", "t_s", "days", 7);
L = inputValues.CreateDoubleCalcValue("Length", "L", "mm", 500);
W = inputValues.CreateDoubleCalcValue("Width", "W", "mm", 500);
H = inputValues.CreateDoubleCalcValue("Height", "H", "mm", 3500);
Ac = outputValues.CreateDoubleCalcValue("Cross section area", "A_c", "mm^2", 250000);
u = outputValues.CreateDoubleCalcValue("Section perimeter", "u", "mm", 2000);
creepTimeCoeff = outputValues.CreateDoubleCalcValue("Coefficient for creep with time", @"\beta(t,t_0)", "", 0);
creepCoeff = outputValues.CreateDoubleCalcValue("Creep coefficient", @"\varphi_0", "", 0);
cementType = inputValues.CreateCalcSelectionList("Cement type", "S", new List <string> {
"S", "N", "R"
});
dryingStrain = outputValues.CreateDoubleCalcValue("Unrestrained drying strain", @"\epsilon_{cd,0}", "", 0);
totalShrinkageStrain = outputValues.CreateDoubleCalcValue("Total shrinkage strain", @"\epsilon_{cs}", "", 0);
totalCreepMovement = outputValues.CreateDoubleCalcValue("Total creep movement", "", "mm", 0);
shrinkageMovement = outputValues.CreateDoubleCalcValue("Shrinkage movement", "", "mm", 0);
totalMovement = outputValues.CreateDoubleCalcValue("Total movement", "", "mm", 0); UpdateCalc();
}
private void initialise()
{
_columnData1 = inputValues.CreateCalcListOfDoubleArrays("List of column data 2: T, H, L1, T1, L2, T2, W, L",
new List <double[]>
{
new double[] { 0, 35000, 1400, 56, 2800, 112, 1000, 1000 },
new double[] { 112, 35000, 1400, 168, 2800, 224, 800, 800 }
});
_columnData2 = inputValues.CreateCalcListOfDoubleArrays("List of column data 1: T, H, L1, T1, L2, T2, W, L",
new List <double[]>
{
new double[] { 0, 35000, 1400, 56, 2800, 112, 1400, 1400 },
new double[] { 112, 35000, 1400, 168, 2800, 224, 900, 900 }
});
concGrade = inputValues.CreateCalcSelectionList("Concrete grade", "35", new List <string> {
"30", "35", "40", "45", "50", "60", "70", "80", "90"
});
notionalcreepcoeff = outputValues.CreateDoubleCalcValue("Notional creep coefficient", @"\varphi(t,t_0)", "", 0);
charCompStr = outputValues.CreateDoubleCalcValue("Concrete characteristic compressive strength", "f_{ck}", @"N/mm^2", 43);
meanCompStr = outputValues.CreateDoubleCalcValue("Concrete mean compressive strength", "f_{cm}", @"N/mm^2", 43);
relativeHumidity1 = inputValues.CreateDoubleCalcValue("Relative humidity 1", "RH", "", 70);
//relativeHumidity2 = inputValues.CreateDoubleCalcValue("Relative humidity 2", "RH", "", 50);
//relativeHumiditySwitchTime = inputValues.CreateDoubleCalcValue("Relative humidity switch time", "t_{humiditychange}", "d", 80);
//time0 = inputValues.CreateDoubleCalcValue("Time load applied", "t_0", "days", 28);
time = inputValues.CreateDoubleCalcValue("Time", "t", "days", 10000000);
timeShrinkStart = inputValues.CreateDoubleCalcValue("Shrinkage start", "t_s", "days", 7);
creepTimeCoeff = outputValues.CreateDoubleCalcValue("Coefficient for creep with time", @"\beta(t,t_0)", "", 0);
creepCoeff = outputValues.CreateDoubleCalcValue("Creep coefficient", @"\varphi_0", "", 0);
cementType = inputValues.CreateCalcSelectionList("Cement type", "S", new List <string> {
"S", "N", "R"
});
dryingStrain = outputValues.CreateDoubleCalcValue("Unrestrained drying strain", @"\epsilon_{cd,0}", "", 0);
totalShrinkageStrain = outputValues.CreateDoubleCalcValue("Total shrinkage strain", @"\epsilon_{cs}", "", 0);
totalCreepMovement = outputValues.CreateDoubleCalcValue("Total creep movement", "", "mm", 0);
shrinkageMovement = outputValues.CreateDoubleCalcValue("Shrinkage movement", "", "mm", 0);
movementLevel = inputValues.CreateDoubleCalcValue("Calc movement at level", "", "", 1);
movement1 = outputValues.CreateDoubleCalcValue("Column 1 movement at level", "", "mm", 0);
movement2 = outputValues.CreateDoubleCalcValue("Column 2 movement at level", "", "mm", 0);
diffMovement = outputValues.CreateDoubleCalcValue("Diff movement", "", "mm", 0);
UpdateCalc();
}