public void Compare()
{
LengthUnitConversion lb = new LengthUnitConversion();
lb.M = ScaffoldPara.Lb;
double minv = -1;
CalcQ1();
CalcV();
if (lb.MM / 150 > 10)//计算出min[lb/150,10]的值
{
minv = 10;
}
else
{
minv = lb.MM / 150;
}
if (f_v.TargetValue < minv)//将V与min[lb/150,10]进行比较，符合要求输出，不符合抛出异常
{
lString = Controller4.f_v.TargetValue.ToString("#0.000");
rString = minv.ToString("#0.000");
InputDic();
}
else
{
throw new Exception("横向水平杆挠度验算未通过");
}
}
//计算出V的值
//KN/M^2=N/MM^2
private void CalcV()
{
double I = Controller1.tfs_Fitting.FindMaterialPara("横向水平杆", "I") * Math.Pow(10, 4);//将I的单位换成MM^4
double E = 2.06 * Math.Pow(10, 5);
LengthUnitConversion lb = new LengthUnitConversion();
lb.M = ScaffoldPara.Lb;//将lb的单位换成毫米
f_v = new F_V(f_q1.TargetValue, lb.MM, E, I);
f_v.ComputeValue();
}
private void CalcN()
{
//进行脚手架尺寸的单位换算
LengthUnitConversion la = new LengthUnitConversion();
LengthUnitConversion lb = new LengthUnitConversion();
LengthUnitConversion h = new LengthUnitConversion();
la.M = ScaffoldPara.La;
lb.M = ScaffoldPara.Lb;
h.M = ScaffoldPara.H;
//根据纵距，横距步距查杆件
tfs_Fitting = new TFS_Fitting((int)la.MM, (int)lb.MM, (int)h.MM, ScaffoldPara.Fitting_Model);
tfs_Fitting.Search();
if (!tfs_Fitting.IsSearched)
{
return;
}
//进行各杆自重的单位换算
PowerUnitConversion GStandingTube = new PowerUnitConversion(); //立杆自重
PowerUnitConversion GVLedger = new PowerUnitConversion(); //纵向水平杆自重
PowerUnitConversion GHLedger = new PowerUnitConversion(); //横向水平杆自重
PowerUnitConversion GVBrace = new PowerUnitConversion(); //竖向斜杆自重
PowerUnitConversion GHBrace = new PowerUnitConversion(); //水平斜杆自重N
GStandingTube.N = tfs_Fitting.FindMaterialPara("立杆", "the_weight") * 9.8;
GVLedger.N = tfs_Fitting.FindMaterialPara("纵向水平杆", "the_weight") * 9.8;
GHLedger.N = tfs_Fitting.FindMaterialPara("横向水平杆", "the_weight") * 9.8;
GVBrace.N = tfs_Fitting.FindMaterialPara("竖向斜杆", "the_weight") * 9.8;
GHBrace.N = tfs_Fitting.FindMaterialPara("水平斜杆", "the_weight") * 9.8;
//计算脚手架结构自重标准值产生的轴力 单位：KN
f_NG1K = new F_NG1K(GStandingTube.KN, GVLedger.KN, GHLedger.KN, GVBrace.KN, GHBrace.KN, ScaffoldPara.Step_Num);
f_NG1K.ComputeValue();
//计算NG2k：构配件自重标准值产生的轴力 单位：KN
f_NG2K = new F_NG2K(la.M, lb.M, ScaffoldPara.Act_Layers, ScaffoldPara.Step_Num * h.M);
f_NG2K.ComputeValue();
//查询施工均布活荷载标准值q 单位： KN / m2
tfm1_qConsLoad = new TFM1_qConsLoad(ScaffoldPara.Sca_Type.Trim() + "脚手架");
tfm1_qConsLoad.Search();
//∑NQK：施工荷载标准值产生的轴向力总和
f_NQK = new F_NQK(la.M, lb.M, tfm1_qConsLoad.TargetValue, ScaffoldPara.Con_Layers);
f_NQK.ComputeValue();
//计算N：支架立杆轴向力设计值 单位：KN
f_N = new F_N(f_NG1K.TargetValue, f_NG2K.TargetValue, f_NQK.TargetValue);
f_N.ComputeValue();
N = f_N.TargetValue;
}
/// <summary>
/// 计算立杆长度系数φ的公式，必须在计算完N之后再用，计算N的方
/// </summary>
private void Calcφ()
{
if (!tfs_Fitting.IsSearched)
{
return; //没查到表就不算了
}
//查询立杆的长度系数
TFM1_Miu tfm1_Miu = new TFM1_Miu(ScaffoldPara.Anchor_Style);
tfm1_Miu.Search();
//计算立杆的柔度 没有单位
LengthUnitConversion H = new LengthUnitConversion();
H.M = ScaffoldPara.H;//这里要进行一步单位换算
f_Lmd = new F_Lmd(tfm1_Miu.TargetValue, H.CM, tfs_Fitting.FindMaterialPara("立杆", "radius"));
f_Lmd.ComputeValue();
//根据柔度查稳定系数 没有单位
f_FiQ345 = new TFS_FiQ345(f_Lmd.TargetValue);
φ = f_FiQ345.Search();
}
public void CalcFi()
{
//确定i值cm，使用公式5公开的方法
double i = Controller5.tfs_anchor.FindAnchorPara("radius");
//脚手架距建筑物距离l0公式转换
LengthUnitConversion l0 = new LengthUnitConversion();
l0.MM = ScaffoldPara.Bui_Distance;
f_lmdanchor = new F_LmdAnchor(l0.CM, i);
f_lmdanchor.ComputeValue();
if (f_lmdanchor.TargetValue <= 230)
{
TFS_FiAnchor tfs_fianchor = new TFS_FiAnchor(f_lmdanchor.TargetValue, ScaffoldPara.Anchor_Type);
tfs_fianchor.Search();
fi = tfs_fianchor.TargetValue;
}
else
{
//lamda大于230，运算不通过
fi = -1.0;
}
}
