示例#1
0
 def onData(self, value):
     """ Executed when selected item data is modified. """
     plt = Plot.getPlot()
     if not plt:
         self.updateUI()
         return
     if not self.skip:
         self.skip = True
         name = self.names[self.item]
         obj = self.objs[self.item]
         x = self.form.x.value()
         y = self.form.y.value()
         s = self.form.s.value()
         # x/y labels only have one position control
         if name.find('x label') >= 0:
             self.form.y.setValue(x)
         elif name.find('y label') >= 0:
             self.form.x.setValue(y)
         # title and labels only have one size control
         if name.find('title') >= 0 or name.find('label') >= 0:
             obj.set_position((x, y))
             obj.set_size(s)
         # legend have all controls
         else:
             Plot.legend(plt.legend, (x, y), s)
         plt.update()
         self.skip = False
示例#2
0
 def Activated(self):
     from FreeCAD.Plot import Plot
     plt = Plot.getPlot()
     if not plt:
         msg = QtGui.QApplication.translate(
             "plot_console",
             "The legend must be activated on top of a plot document",
             None)
         FreeCAD.Console.PrintError(msg + "\n")
         return
     flag = plt.isLegend()
     Plot.legend(not flag)
示例#3
0
    def plotStability(self):
        """ Perform stability hydrostatics.
        @return True if error happens.
        """
        try:
            from FreeCAD.Plot import Plot
        except ImportError:
            try:
                from freecad.plot import Plot
            except ImportError:
                msg = QtGui.QApplication.translate(
                    "ship_console",
                    "Plot module is disabled, so I cannot perform the plot",
                    None)
                FreeCAD.Console.PrintWarning(msg + '\n')
                return True
        plt = Plot.figure('Stability')
        self.plt2 = plt

        # Generate the sets of axes
        Plot.grid(True)
        for i in range(0, 3):
            ax = Plot.addNewAxes()
            # Y axis can be placed at right
            ax.yaxis.tick_right()
            ax.spines['right'].set_color((0.0, 0.0, 0.0))
            ax.spines['left'].set_color('none')
            ax.yaxis.set_ticks_position('right')
            ax.yaxis.set_label_position('right')
            # And X axis can be placed at bottom
            for loc, spine in ax.spines.items():
                if loc in ['bottom', 'top']:
                    spine.set_position(('outward', (i + 1) * 35))
            Plot.grid(True)

        disp = []
        draft = []
        farea = []
        kbt = []
        bmt = []
        for i in range(len(self.points)):
            disp.append(self.points[i].disp.getValueAs("kg").Value / 1000.0)
            draft.append(self.points[i].draft.getValueAs("m").Value)
            farea.append(self.points[i].farea.getValueAs("m^2").Value)
            kbt.append(self.points[i].KBt.getValueAs("m").Value)
            bmt.append(self.points[i].BMt.getValueAs("m").Value)

        axes = Plot.axesList()
        for ax in axes:
            ax.set_position([0.1, 0.35, 0.8, 0.65])

        plt.axes = axes[0]
        serie = Plot.plot(draft, disp, r'$T$')
        serie.line.set_linestyle('-')
        serie.line.set_linewidth(2.0)
        serie.line.set_color((0.0, 0.0, 0.0))
        self.draft2 = serie
        Plot.xlabel(r'$T \; \left[ \mathrm{m} \right]$')
        Plot.ylabel(r'$\bigtriangleup \; \left[ \mathrm{tons} \right]$')
        plt.axes.xaxis.label.set_fontsize(15)
        plt.axes.yaxis.label.set_fontsize(15)
        plt.axes = axes[1]
        serie = Plot.plot(farea, disp, r'Floating area')
        serie.line.set_linestyle('-')
        serie.line.set_linewidth(2.0)
        serie.line.set_color((1.0, 0.0, 0.0))
        self.farea = serie
        Plot.xlabel(r'$Floating \; area \; \left[ \mathrm{m}^2 \right]$')
        Plot.ylabel(r'$\bigtriangleup \; \left[ \mathrm{tons} \right]$')
        plt.axes.xaxis.label.set_fontsize(15)
        plt.axes.yaxis.label.set_fontsize(15)
        plt.axes = axes[2]
        serie = Plot.plot(kbt, disp, r'$KB_T$')
        serie.line.set_linestyle('-')
        serie.line.set_linewidth(2.0)
        serie.line.set_color((0.0, 0.0, 1.0))
        self.kbt = serie
        Plot.xlabel(r'$KB_T \; \left[ \mathrm{m} \right]$')
        plt.axes.xaxis.label.set_fontsize(15)
        plt.axes.yaxis.label.set_fontsize(15)
        plt.axes = axes[3]
        serie = Plot.plot(bmt, disp, r'$BM_T$')
        serie.line.set_linestyle('-')
        serie.line.set_linewidth(2.0)
        serie.line.set_color((0.2, 0.8, 0.2))
        self.bmt = serie
        Plot.xlabel(r'$BM_T \; \left[ \mathrm{m} \right]$')
        plt.axes.xaxis.label.set_fontsize(15)
        plt.axes.yaxis.label.set_fontsize(15)

        Plot.legend(True)
        plt.update()
        return False
示例#4
0
    def plotCoeffs(self):
        """ Perform stability hydrostatics.
        @return True if error happens.
        """
        # Create plot
        try:
            from FreeCAD.Plot import Plot
        except ImportError:
            try:
                from freecad.plot import Plot
            except ImportError:
                msg = QtGui.QApplication.translate(
                    "ship_console",
                    "Plot module is disabled, so I cannot perform the plot",
                    None)
                FreeCAD.Console.PrintWarning(msg + '\n')
                return True
        plt = Plot.figure('Coefficients')
        self.plt3 = plt

        # Generate the set of axes
        Plot.grid(True)
        for i in range(0, 3):
            ax = Plot.addNewAxes()
            # Y axis can be placed at right
            ax.yaxis.tick_right()
            ax.spines['right'].set_color((0.0, 0.0, 0.0))
            ax.spines['left'].set_color('none')
            ax.yaxis.set_ticks_position('right')
            ax.yaxis.set_label_position('right')
            # And X axis can be placed at bottom
            for loc, spine in ax.spines.items():
                if loc in ['bottom', 'top']:
                    spine.set_position(('outward', (i + 1) * 35))
            Plot.grid(True)

        disp = []
        draft = []
        cb = []
        cf = []
        cm = []
        for i in range(len(self.points)):
            disp.append(self.points[i].disp.getValueAs("kg").Value / 1000.0)
            draft.append(self.points[i].draft.getValueAs("m").Value)
            cb.append(self.points[i].Cb)
            cf.append(self.points[i].Cf)
            cm.append(self.points[i].Cm)

        axes = Plot.axesList()
        for ax in axes:
            ax.set_position([0.1, 0.35, 0.8, 0.65])

        plt.axes = axes[0]
        serie = Plot.plot(draft, disp, r'$T$')
        serie.line.set_linestyle('-')
        serie.line.set_linewidth(2.0)
        serie.line.set_color((0.0, 0.0, 0.0))
        self.draft3 = serie
        Plot.xlabel(r'$T \; \left[ \mathrm{m} \right]$')
        Plot.ylabel(r'$\bigtriangleup \; \left[ \mathrm{tons} \right]$')
        plt.axes.xaxis.label.set_fontsize(15)
        plt.axes.yaxis.label.set_fontsize(15)
        plt.axes = axes[1]
        serie = Plot.plot(cb, disp, r'$Cb$')
        serie.line.set_linestyle('-')
        serie.line.set_linewidth(2.0)
        serie.line.set_color((1.0, 0.0, 0.0))
        self.cb = serie
        Plot.xlabel(r'$Cb$ (Block coefficient)')
        Plot.ylabel(r'$\bigtriangleup \; \left[ \mathrm{tons} \right]$')
        plt.axes.xaxis.label.set_fontsize(15)
        plt.axes.yaxis.label.set_fontsize(15)
        plt.axes = axes[2]
        serie = Plot.plot(cf, disp, r'$Cf$')
        serie.line.set_linestyle('-')
        serie.line.set_linewidth(2.0)
        serie.line.set_color((0.0, 0.0, 1.0))
        self.cf = serie
        Plot.xlabel(r'$Cf$ (floating area coefficient)')
        plt.axes.xaxis.label.set_fontsize(15)
        plt.axes.yaxis.label.set_fontsize(15)
        plt.axes = axes[3]
        serie = Plot.plot(cm, disp, r'$Cm$')
        serie.line.set_linestyle('-')
        serie.line.set_linewidth(2.0)
        serie.line.set_color((0.2, 0.8, 0.2))
        self.cm = serie
        Plot.xlabel(r'$Cm$  (Main section coefficient)')
        plt.axes.xaxis.label.set_fontsize(15)
        plt.axes.yaxis.label.set_fontsize(15)

        Plot.legend(True)
        plt.update()
        return False
示例#5
0
    def plotVolume(self):
        """ Perform volumetric hydrostatics.
        @return True if error happens.
        """
        try:
            from FreeCAD.Plot import Plot
        except ImportError:
            try:
                from freecad.plot import Plot
            except ImportError:
                msg = QtGui.QApplication.translate(
                    "ship_console",
                    "Plot module is disabled, so I cannot perform the plot",
                    None)
                FreeCAD.Console.PrintWarning(msg + '\n')
                return True
        plt = Plot.figure('Volume')
        self.plt1 = plt

        # Generate the set of axes
        Plot.grid(True)
        for i in range(0, 3):
            ax = Plot.addNewAxes()
            # Y axis can be placed at right
            ax.yaxis.tick_right()
            ax.spines['right'].set_color((0.0, 0.0, 0.0))
            ax.spines['left'].set_color('none')
            ax.yaxis.set_ticks_position('right')
            ax.yaxis.set_label_position('right')
            # And X axis can be placed at bottom
            for loc, spine in ax.spines.items():
                if loc in ['bottom', 'top']:
                    spine.set_position(('outward', (i + 1) * 35))
            Plot.grid(True)

        disp = []
        draft = []
        warea = []
        t1cm = []
        xcb = []
        for i in range(len(self.points)):
            disp.append(self.points[i].disp.getValueAs("kg").Value / 1000.0)
            draft.append(self.points[i].draft.getValueAs("m").Value)
            warea.append(self.points[i].wet.getValueAs("m^2").Value)
            t1cm.append(self.points[i].mom.getValueAs("kg*m").Value / 1000.0)
            xcb.append(self.points[i].xcb.getValueAs("m").Value)

        axes = Plot.axesList()
        for ax in axes:
            ax.set_position([0.1, 0.35, 0.8, 0.65])

        plt.axes = axes[0]
        serie = Plot.plot(draft, disp, r'$T$')
        serie.line.set_linestyle('-')
        serie.line.set_linewidth(2.0)
        serie.line.set_color((0.0, 0.0, 0.0))
        self.draft1 = serie
        Plot.xlabel(r'$T \; \left[ \mathrm{m} \right]$')
        Plot.ylabel(r'$\bigtriangleup \; \left[ \mathrm{tons} \right]$')
        plt.axes.xaxis.label.set_fontsize(15)
        plt.axes.yaxis.label.set_fontsize(15)
        plt.axes = axes[1]
        serie = Plot.plot(warea, disp, r'Wetted area')
        serie.line.set_linestyle('-')
        serie.line.set_linewidth(2.0)
        serie.line.set_color((1.0, 0.0, 0.0))
        self.warea = serie
        Plot.xlabel(r'$Wetted \; area \; \left[ \mathrm{m}^2 \right]$')
        Plot.ylabel(r'$\bigtriangleup \; \left[ \mathrm{tons} \right]$')
        plt.axes.xaxis.label.set_fontsize(15)
        plt.axes.yaxis.label.set_fontsize(15)
        plt.axes = axes[2]
        serie = Plot.plot(t1cm, disp, r'Moment to trim 1cm')
        serie.line.set_linestyle('-')
        serie.line.set_linewidth(2.0)
        serie.line.set_color((0.0, 0.0, 1.0))
        self.t1cm = serie
        Plot.xlabel(r'$Moment \; to \; trim \; 1 \mathrm{cm} \; \left['
                    r' \mathrm{tons} \; \times \; \mathrm{m} \right]$')
        plt.axes.xaxis.label.set_fontsize(15)
        plt.axes.yaxis.label.set_fontsize(15)
        plt.axes = axes[3]
        serie = Plot.plot(xcb, disp, r'$XCB$')
        serie.line.set_linestyle('-')
        serie.line.set_linewidth(2.0)
        serie.line.set_color((0.2, 0.8, 0.2))
        self.xcb = serie
        Plot.xlabel(r'$XCB \; \left[ \mathrm{m} \right]$')
        plt.axes.xaxis.label.set_fontsize(15)
        plt.axes.yaxis.label.set_fontsize(15)

        Plot.legend(True)
        plt.update()
        return False