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-rw-r--r--Connections/Shear/Finplate/finPlateMain.py4
-rw-r--r--Connections/Shear/Finplate/reportGenerator.py347
2 files changed, 351 insertions, 0 deletions
diff --git a/Connections/Shear/Finplate/finPlateMain.py b/Connections/Shear/Finplate/finPlateMain.py
index f07dca3..373bb16 100644
--- a/Connections/Shear/Finplate/finPlateMain.py
+++ b/Connections/Shear/Finplate/finPlateMain.py
@@ -35,6 +35,7 @@ from OCC.IFSelect import IFSelect_RetDone
from OCC.StlAPI import StlAPI_Writer
from drawing_2D import FinCommonData
# Developed by deepa
+from reportGenerator import *
class MainController(QtGui.QMainWindow):
@@ -405,6 +406,9 @@ class MainController(QtGui.QMainWindow):
self.outdict = self.outputdict()
self.inputdict = self.getuser_inputs()
self.save_yaml(self.outdict,self.inputdict)
+ dictBeamData = self.fetchBeamPara()
+ dictColData = self.fetchColumnPara()
+ save_html(self.outdict, self.inputdict, dictBeamData, dictColData)
#self.save(self.outdict,self.inputdict)
diff --git a/Connections/Shear/Finplate/reportGenerator.py b/Connections/Shear/Finplate/reportGenerator.py
new file mode 100644
index 0000000..9131b48
--- /dev/null
+++ b/Connections/Shear/Finplate/reportGenerator.py
@@ -0,0 +1,347 @@
+'''
+Created on Dec 10, 2015
+
+@author: deepa
+'''
+def save_html(): # (outObj, uiObj, dictBeamData, dictColData)
+ fileName = '/home/deepa/finPlateReport.html'
+ f = open(fileName,'w')
+ f.write(t('html'))
+ f.write(t('head'))
+ f.write(t('''link rel="stylesheet" type="text/css" href="mystyle.css"'''))
+ f.write(t('/head'))
+ f.write(t('body'))
+ f.write(t('img src="Osdag.png" align = "middle" style="width:100px;height:100px;"'))
+ f.write(t('img src="Osdagextd.png" align = "down" style="width:100px;height:35px;"'))
+# data = [
+# [0, "Project Summary", ""],
+# [1, "Project Title", "XXX"],
+# [1, "Company", "XXX"],
+# [1, "Designer", "XXX"],
+# [0, "finplate", ""],
+# [1, "Connection", ""],
+# [2, "Connection Type", "Shear Connection"],
+# [2, "Connectivity", "Column Flange Beam Web"],
+# [2, "Beam Connection", "Bolted and Welded"],
+# [1, "Load(Factored Load)", ""],
+# [2, "Shear Force(kH)", "140"],
+# [1, "Components", ""],
+# [2, "Column Section", "ISSC200"],
+# [3, "Steel Grade", "410"],
+# [3, "Steel Type", "250"],
+# [2, "Beam Section", "ISMB 400"],
+# [2, "Plate Section", ""],
+# [3, "Thickness", "xx"],
+# [3, "Width", "xx"],
+# [3, "Depth", "xx"],
+# ]
+
+
+ #---------------------
+ rstr = t('table')
+ rstr += t('''col width=70%''')
+ rstr += t('''col width=30%''')
+
+ row = [0,' ', '']
+ rstr += t('tr')
+ rstr += t('td img src="Osdag.png" alt="Mountain View"align = "middle" style="width:100px;height:100px;') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+ rstr = t('table')
+
+ rstr = t('table')
+ rstr += t('''col width=70%''')
+ rstr += t('''col width=30%''')
+
+# row = [0,' ', '']
+# rstr += t('tr')
+# rstr += t('td img src="Osdag.png" alt="Mountain View"align = "middle" style="width:100px;height:100px;') + space(row[0]) + row[1] + t('/td')
+# rstr += t('/tr')
+
+ row = [0, 'Project Summary', ' ']
+ rstr += t('tr')
+ rstr += t('td colspan="2" class="header0"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Project Title", "FinPlate Connection"]
+ rstr += t('tr')
+ rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header1"') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Company", "Osdag"]
+ rstr += t('tr')
+ rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header1"') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Designer", "Hashmi"]
+ rstr += t('tr')
+ rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header1"') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Job Number", "test_1"]
+ rstr += t('tr')
+ rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header1"') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Design Code/Method", "IS800:2007/Limit state design"]
+ rstr += t('tr')
+ rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header1"') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [0, "Design Conclusion", "IS800:2007/Limit state design"]
+ rstr += t('tr')
+ rstr += t('td colspan="2" class="header0"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Finplate", "Pass"]
+ rstr += t('tr')
+ rstr += t('td class="header1 "') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header1 safe"') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [0, "Finplate", " "]
+ rstr += t('tr')
+ rstr += t('td colspan="2" class="header0"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+
+ row = [0, "Connection Properties", " "]
+ rstr += t('tr')
+ rstr += t('td colspan="2" class="header1_1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+
+ row = [0, "Connection ", " "]
+ rstr += t('tr')
+ rstr += t('td colspan="2" class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Connection Title", " Single Finplate"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Connection Type", "Shear Connection"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [0, "Connection Category ", " "]
+ rstr += t('tr')
+ rstr += t('td colspan="2" class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Beam Connection", "Bolted and Welded"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Connectivity", "Column Flange Beam Web"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [0, "Loading (Factored Load) ", " "]
+ rstr += t('tr')
+ rstr += t('td colspan="2" class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Shear Force (kN)", "140"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [0, "Components ", " "]
+ rstr += t('tr')
+ rstr += t('td colspan="2" class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Column Section", "ISSC 200"]
+ rstr += t('tr')
+ rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Material", "Fe250"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Beam Section", "ISMB 400"]
+ rstr += t('tr')
+ rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Material", "Fe250"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Hole", "STD"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Plate Section ", "PLT 300X10X100 "]
+ rstr += t('tr')
+ rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Thickness (mm)", "10"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Width (mm)", "10"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Depth (mm)", "300"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Hole", "STD"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Weld ", " "]
+ rstr += t('tr')
+ rstr += t('td colspan="2" class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Type", "Double Fillet"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Size (mm)", "6"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Bolts ", " "]
+ rstr += t('tr')
+ rstr += t('td colspan="2" class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Type", "HSFG"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Grade", "8.8"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Diameter (mm)", "20"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Bolt Numbers", "3"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Columns (Vertical Lines)", "1 "]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Bolts Per Column", "3"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Gauge (mm)", "0"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Pitch (mm)", "100"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "End Distance (mm)", "50"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2"') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [2, "Edge Distance (mm)", "50"]
+ rstr += t('tr')
+ rstr += t('td class="header2"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ row = [0, "Assembly ", " "]
+ rstr += t('tr')
+ rstr += t('td colspan="2" class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+
+ row = [1, "Column-Beam Clearance (mm)", "20"]
+ rstr += t('tr')
+ rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('td class="header2 "') + row[2] + t('/td')
+ rstr += t('/tr')
+
+ rstr += t('/table')
+
+ rstr += t('table')
+ row = [0, "3D View", " "]
+ rstr += t('tr')
+ rstr += t('td colspan="2" class="header1_1"') + space(row[0]) + row[1] + t('/td')
+ rstr += t('/tr')
+ rstr += t('/table')
+
+
+ f.write(rstr)
+ f.write(t('/body'))
+ f.write(t('/html'))
+ f.close()
+
+
+def space(n):
+ rstr = " " * 4 * n
+ return rstr
+
+def t(n):
+ return '<' + n + '>'
+
+def quote(m):
+ return '"' + m + '"'
+
+if __name__ == '__main__':
+ save_html()
+ print "hiiiiii" \ No newline at end of file
generated by cgit (git 2.34.1) at 2024-12-19 15:38:19 +0000