private void initValues(double mx, double my, double mxy)
{
this.mx = inputValues.CreateDoubleCalcValue("Moment about x axis", "M_x", "kNm", mx);
this.my = inputValues.CreateDoubleCalcValue("Moment about y axis", "M_y", "kNm", my);
this.mxy = inputValues.CreateDoubleCalcValue("Twist", "M_xy", "kNm", mxy);
mxb = outputValues.CreateDoubleCalcValue("Moment about x axis for bottom reinforcement", "M_xb", "kNm", 0);
myb = outputValues.CreateDoubleCalcValue("Moment about y axis for bottom reinforcement", "M_yb", "kNm", 0);
mxt = outputValues.CreateDoubleCalcValue("Moment about x axis for top reinforcement", "M_xt", "kNm", 0);
myt = outputValues.CreateDoubleCalcValue("Moment about y axis for top reinforcement", "M_yt", "kNm", 0);
}
void initialise()
{
// INPUTS
secWidth = inputValues.CreateDoubleCalcValue("Section width", "b", "mm", 300);
secDepth = inputValues.CreateDoubleCalcValue("Section depth", "h", "mm", 500);
bendingMom = inputValues.CreateDoubleCalcValue("Bending moment", "M", "kNm", 100);
aggregateAdjustmentFactor = inputValues.CreateDoubleCalcValue("Aggregate adjustment factor", "AAF", "", 1);
concGrade = inputValues.CreateCalcSelectionList("Concrete grade", "C40/50", new List <string>()
{
@"C30/40", @"C35/42", @"C40/50"
});
ultStrain = inputValues.CreateDoubleCalcValue("Ultimate strain", @"\epsilon_{cu2}", "", 0.0035);
shortStrain = inputValues.CreateDoubleCalcValue("Shortening strain", @"\epsilon_{cu3}", "", 0.0035);
effCompZoneHtFac = inputValues.CreateDoubleCalcValue("Effective compression zone height factor", @"\lambda", "", 0.8);
effStrFac = inputValues.CreateDoubleCalcValue("Effective strength factor", @"\eta", "", 1.00);
k1 = inputValues.CreateDoubleCalcValue("Coefficient k1", "k_1", "", 0.4);
k3 = inputValues.CreateDoubleCalcValue("Coefficient k3", "k_3", "", 0.4);
delta = inputValues.CreateDoubleCalcValue("Redistribution factor", @"\delta", "", 0.85);
partialFacConc = inputValues.CreateDoubleCalcValue("Partial factor for concrete", @"\gamma_c", "", 1.5);
compStrCoeff = inputValues.CreateDoubleCalcValue("Compressive strength coefficient", @"\alpha_{cc}", "", 0.85);
compStrCoeffw = inputValues.CreateDoubleCalcValue("Compressive strength coefficient", @"\alpha_{cw}", "", 1.0);
hAgg = inputValues.CreateDoubleCalcValue("Maximum aggregate size", "h_{agg}", "mm", 20);
monolithicSimpleSupportFactor = inputValues.CreateDoubleCalcValue("Monolithic simple support moment factor", @"\beta_1", "", 0.25);
rebarCharYieldStr = inputValues.CreateDoubleCalcValue("Characteristic yield strength for reinforcing steel", "f_yk", "N/mm^2", 500);
rebarPartialFactor = inputValues.CreateDoubleCalcValue("Partial factor for reinforcing steel", @"\gamma_s", "", 1.15);
coverTop = inputValues.CreateDoubleCalcValue("Top cover", "c_{top}", "mm", 35);
coverBtm = inputValues.CreateDoubleCalcValue("Bottom cover", "c_{btm}", "mm", 35);
coverSides = inputValues.CreateDoubleCalcValue("Side cover", "c_{sides}", "mm", 35);
firePeriod = inputValues.CreateDoubleCalcValue("Fire period", "R", "mins", 60);
sidesExposed = inputValues.CreateDoubleCalcValue("Sides exposed", "", "No.", 3);
minWidth = inputValues.CreateDoubleCalcValue("Minimum width", "b_{min}", "mm", 120);
// OUTPUTS
charCompStr = outputValues.CreateDoubleCalcValue("Characteristic compressive cylinder strength", "f_{ck}", "N/mm^2", 35);
meanCompStr = outputValues.CreateDoubleCalcValue("Mean compressive strength", "f_{cm}", "N/mm^2", 0);
meanAxialTenStr = outputValues.CreateDoubleCalcValue("Mean axial tensile strength", "f_{ctm}", "N/mm^2", 0.3);
secModElasticicity = outputValues.CreateDoubleCalcValue("Secant modulus of elasticity of concrete", "E_{cm}", "kN/mm^2", 22);
k2 = outputValues.CreateDoubleCalcValue("Coefficient k2", "k_2", "", 0);
k4 = outputValues.CreateDoubleCalcValue("Coefficient k4", "k_4", "", 0);
desCompStrConc = outputValues.CreateDoubleCalcValue("Design compressive strength", "f_{cd}", "N/mm^2", 0);
desCompStrConcw = outputValues.CreateDoubleCalcValue("Strength of concrete cracked in shear", "f_{cwd}", "N/mm^2", 0);
rebarDesYieldStr = outputValues.CreateDoubleCalcValue("Design yield strength for reinforcing steel", "f_{yd}", "N/mm^2", 0);
effDepth = outputValues.CreateDoubleCalcValue("Effective depth", "d", "mm", 0);
redistRatio = outputValues.CreateDoubleCalcValue("Redistribution ratio", "K", "", 0);
redistRatio2 = outputValues.CreateDoubleCalcValue("Redistribution ratio limit", "K'", "", 0);
leverArm = outputValues.CreateDoubleCalcValue("Lever arm", "z", "mm", 0);
naDepth = outputValues.CreateDoubleCalcValue("Neutral axis depth", "x", "mm", 0);
rebarAsReqd = outputValues.CreateDoubleCalcValue("Tension reinforcement required", "A_{s,reqd}", "mm^2", 0);
rebarAsProv = outputValues.CreateDoubleCalcValue("Tension reinforcement provided", "A_{s,prov}", "mm^2", 0);
rebarMinArea = outputValues.CreateDoubleCalcValue("Minimum tension reinforcement", "A_{s,min}", "mm^2", 0);
rebarMaxArea = outputValues.CreateDoubleCalcValue("Maximum tension reinforcement", "A_{s,max}", "mm^2", 0);
UpdateCalc();
}
public DropHead_Symmetrical()
{
model = new Model();
_spacingTop = inputValues.CreateDoubleCalcValue("Spacing at top", "L_1", "m", 0.8);
_spacingBottom = inputValues.CreateDoubleCalcValue("Spacing at bottom", "L_2", "m", 0.8);
_spacingVertical = inputValues.CreateDoubleCalcValue("Vertical spacing", "h", "m", 1);
_loadA = inputValues.CreateDoubleCalcValue("Force A", "F_A", "kN", 1);
_reactionA = outputValues.CreateDoubleCalcValue("Reactions", "", "", 0);
_reactionB = outputValues.CreateDoubleCalcValue("Reactions", "", "", 0);
_strutResolvedForce = outputValues.CreateDoubleCalcValue("Resolved strut force", "F_{strut}", "kN", 0);
_tieForce = outputValues.CreateDoubleCalcValue("Bottom tie force", "F_{tie}", "kN", 0);
}
private void initialise()
{
_concGrade = inputValues.CreateCalcSelectionList("Concrete grade", "35", new List <string> {
"30", "35", "40", "45", "50", "60", "70", "80", "90"
});
_discontinuity = inputValues.CreateCalcSelectionList("Discontinuity", "Full", new List <string> {
"Full", "Partial"
});
_nodeWidth = inputValues.CreateDoubleCalcValue("Node width", "a", "mm", 300);
_availableStrutWidth = inputValues.CreateDoubleCalcValue("Available strut width", "b", "mm", 600);
_strutLength = inputValues.CreateDoubleCalcValue("Strut length", "H", "mm", 2000);
_strutForce = inputValues.CreateDoubleCalcValue("Strut force", "F", "kN", 1000);
_burstingForce = outputValues.CreateDoubleCalcValue("Bursting force", "T", "kN", 0);
_thickness = inputValues.CreateDoubleCalcValue("Thickness", "t", "mm", 300);
_tensionToReinforce = outputValues.CreateDoubleCalcValue("Tension to reinforce", "T_{tie}", "kN", 0);
}
void initialise(double span, double udl)
{
this.span = this.inputValues.CreateDoubleCalcValue("span", "l", "m", span);
this.udl = this.inputValues.CreateDoubleCalcValue("udl", "w", "kN/m", udl);
moment = this.outputValues.CreateDoubleCalcValue("moment", "M", "kNm", 0);
shear = this.outputValues.CreateDoubleCalcValue("Shear", "V", "kN", 0);
endConditions = this.inputValues.CreateCalcSelectionList("End Condition", "Pinned", new List <string> {
"Fixed", "Pinned"
});
momentCalc = new Dictionary <string, Action>()
{
{ "Fixed", new Action(calcFixedMoment) }, { "Pinned", new Action(calcPinnedMoment) }
};
//filePath = this.inputValues.CreateCalcFilePath("Section Names", AppDomain.CurrentDomain.BaseDirectory + @"Libraries\Section_Names.csv");
UpdateCalc();
}
public ConcreteCarbonCalculator()
{
InstanceName = "Concrete element";
_mix = inputValues.CreateCalcSelectionList("Concrete mix", "RC30", new List <string> {
"GEN0", "GEN1", "GEN2", "GEN3", "RC20/25", "RC25/30", "RC28/35", "RC32/40", "RC40/50", "PAV1", "PAV2"
});
_replacement = inputValues.CreateCalcSelectionList("Cement replacement", "zero", new List <string> {
"zero", "15%PFA", "30%PFA", "25%GGBS", "50%GGBS"
});
_rebarDensity = inputValues.CreateDoubleCalcValue("Rebar density", "", "kg/m^3", 150);
_rcVol = inputValues.CreateDoubleCalcValue("Volume of RC", "", "m^3", 1);
_rcMass = outputValues.CreateDoubleCalcValue("Mass of RC", "", "kg", double.NaN);
_carbonDensity = outputValues.CreateDoubleCalcValue("Carbon density", "", "kg/m^3", double.NaN);
_carbonDensityWithRebar = outputValues.CreateDoubleCalcValue("RC carbon density", "", "kg/m^3", double.NaN);
_totalCarbon = outputValues.CreateDoubleCalcValue("Total carbon", "", "T", double.NaN);
genDictionary();
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();
}
public ConcreteStrengthClasses()
{
_grade = inputValues.CreateCalcSelectionList("Grade", "30", new List <string> {
"30", "35", "40", "45", "50", "55", "60", "70", "80", "90"
});
_fck = outputValues.CreateDoubleCalcValue("Characteristic cylinder strength", @"f_{ck}", "MPa", 0);
_fckcube = outputValues.CreateDoubleCalcValue("Characteristic cube strength", @"f_{ck,cube}", "MPa", 0);
_fcm = outputValues.CreateDoubleCalcValue("Mean cylinder strength", @"f_{cm}", "MPa", 0);
_fctm = outputValues.CreateDoubleCalcValue("Mean tensile strength", @"f_{ctm}", "MPa", 0);
_fctk005 = outputValues.CreateDoubleCalcValue("5th percentile tensile strength", @"f_{ctk,0.05}", "MPa", 0);
_fctk095 = outputValues.CreateDoubleCalcValue("95th percentile tensile strength", @"f_{ctk,0.95}", "MPa", 0);
_Ecm = outputValues.CreateDoubleCalcValue("Mean modulus of elasticity", @"E_{cm}", "GPa", 0);
_Ec1 = outputValues.CreateDoubleCalcValue("Compressive strain at peak stress", @"\epsilon_{c1}", "", 0);
_Ecu1 = outputValues.CreateDoubleCalcValue("Ultimate compressive strain", @"\epsilon_{cu1}", "", 0);
_Ec2 = outputValues.CreateDoubleCalcValue("Compressive strain at peak stress", @"\epsilon_{c2}", "", 0);
_Ecu2 = outputValues.CreateDoubleCalcValue("Ultimate compressive strain", @"\epsilon_{cu2}", "", 0);
_n = outputValues.CreateDoubleCalcValue("Exponent", @"n", "", 0);
_Ec3 = outputValues.CreateDoubleCalcValue("Compressive strain at peak stress", @"\epsilon_{c3}", "", 0);
_Ecu3 = outputValues.CreateDoubleCalcValue("Ultimate compressive strain", @"\epsilon_{cu3}", "", 0);
UpdateCalc();
}