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path: root/Connections/Shear/Finplate/finplate_calc1.py
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-rw-r--r--Connections/Shear/Finplate/finplate_calc1.py30
1 files changed, 15 insertions, 15 deletions
diff --git a/Connections/Shear/Finplate/finplate_calc1.py b/Connections/Shear/Finplate/finplate_calc1.py
index 9fc6646..9859f6c 100644
--- a/Connections/Shear/Finplate/finplate_calc1.py
+++ b/Connections/Shear/Finplate/finplate_calc1.py
@@ -79,25 +79,25 @@ def web_min_h(shear, fy, thk):
def finConn(uiObj):
global logger
- beam_sec = uiObj['Member']['beamSection']
- column_sec = uiObj['Member']['columSection']
- connectivity = uiObj['Member']['connectivity']
- beam_fu = uiObj['Member']['fu(MPa)']
- beam_fy = uiObj['Member']['fy(MPa)']
+ beam_sec = uiObj['Member']['BeamSection']
+ column_sec = uiObj['Member']['ColumSection']
+ connectivity = uiObj['Member']['Connectivity']
+ beam_fu = uiObj['Member']['fu (MPa)']
+ beam_fy = uiObj['Member']['fy (MPa)']
- shear_load = uiObj['Load']['shearForce(kN)']
+ shear_load = uiObj['Load']['ShearForce (kN)']
- bolt_dia = uiObj['Bolt']['diameter(mm)']
- bolt_type = uiObj["Bolt"]["type"]
- bolt_grade = uiObj['Bolt']['grade']
+ bolt_dia = uiObj['Bolt']['Diameter (mm)']
+ bolt_type = uiObj["Bolt"]["Type"]
+ bolt_grade = uiObj['Bolt']['Grade']
- web_plate_t = uiObj['Plate']['thickness(mm)']
- web_plate_w = uiObj['Plate']['width(mm)']
- web_plate_l = uiObj['Plate']['height(mm)']
- web_plate_fu = uiObj['Member']['fu(MPa)']
- web_plate_fy = uiObj['Member']['fy(MPa)']
+ web_plate_t = uiObj['Plate']['Thickness (mm)']
+ web_plate_w = uiObj['Plate']['Width (mm)']
+ web_plate_l = uiObj['Plate']['Height (mm)']
+ web_plate_fu = uiObj['Member']['fu (MPa)']
+ web_plate_fy = uiObj['Member']['fy (MPa)']
- weld_t = uiObj["Weld"]['size(mm)']
+ weld_t = uiObj["Weld"]['Size (mm)']
weld_fu = 410
bolt_planes = 1