private void Calcσ()
{
//自Controller1中已经查好的表，取出横向水平杆的m 单位:kg
double m = Controller1.tfs_Fitting.FindMaterialPara("横向水平杆", "the_weight");
//自Controller1中中已经查好的表，取出施工均布活荷载标准值
int q = Controller1.tfm1_qConsLoad.TargetValue;
//计算作用在横向水平杆上的荷载设计值 单位：KN/M
f_q2 = new F_q2(m, ScaffoldPara.Lb, ScaffoldPara.La, q);
f_q2.ComputeValue();
//计算水平横杆所承受的弯矩 单位：KN×M
f_Mh = new F_Mh(f_q2.TargetValue, ScaffoldPara.Lb);
f_Mh.ComputeValue();
//计算正应力前需要统一KN为N，统一CM为MM
//将上一步f_Mh的弯矩换算
BendingMomentUnitConversion Mh = new BendingMomentUnitConversion();
Mh.KNmultiplyM = f_Mh.TargetValue;
//将Controller1中的W换算
//自Controller1中的表取得横向水平杆的截面模量
double Wcm3 = Controller1.tfs_Fitting.FindMaterialPara("横向水平杆", "W");
double Wmm3 = Wcm3 * 10 * 10 * 10;
//计算横向水平杆因弯矩而承受的正应力 单位
f_σ = new F_σ(Mh.NmultiplyMM, Wmm3);
f_σ.ComputeValue();
_σ = f_σ.TargetValue;
}
private void CalcMw()
{
//由粗糙程度查μz,无单位
TFM_μzStandingTube tfm_μzStandingTube = new TFM_μzStandingTube(ScaffoldPara.Rough_Level);
tfm_μzStandingTube.Search();
//由界面上输入的脚手架信息，步距，纵距，查μs，无单位
//由于脚手架的步距和纵距在输入时都是m为单位。无需进行单位换算
TFM_μs tfm_μs = new TFM_μs(ScaffoldPara.Sca_Situation, ScaffoldPara.Bui_Status, ScaffoldPara.Fitting_Model, ScaffoldPara.La, ScaffoldPara.H);
tfm_μs.Search();
//查询当地基本风压ω0
//城市和省份由级联查询得到，
tfs_ω0 = new TFS_ω0(ProjectInfo.Con_Province, ProjectInfo.Con_City);
tfs_ω0.Search();
//计算风荷载标准值ωk，单位：KN/M2
f_ωk = new F_ωk(tfm_μzStandingTube.TargetValue, tfm_μs.TargetValue, tfs_ω0.TargetValue);
f_ωk.ComputeValue();
//计算风荷载设计值产生的弯矩
f_Mw = new F_Mw(f_ωk.TargetValue, ScaffoldPara.La, ScaffoldPara.H);
f_Mw.ComputeValue();
//这里的单位是千牛*米
//换算成牛每毫米
BendingMomentUnitConversion ConvertMw = new BendingMomentUnitConversion();
ConvertMw.KNmultiplyM = f_Mw.TargetValue;
Mw = ConvertMw.NmultiplyMM;
}
