diff options
| author | deepa-chaudhari | 2015-06-22 15:45:30 +0530 |
|---|---|---|
| committer | deepa-chaudhari | 2015-06-22 15:45:30 +0530 |
| commit | d99a88f90b0ff1935ff209bd4cc621122f4e9cd1 (patch) | |
| tree | 89ddec3e4c71e837ce73f1c5180be73ad63f6550 /Connections/Shear/Finplate/finplate_calc1.py | |
| parent | c8edec5808b4bda6f5754a6f7dd7d203cb62cfd7 (diff) | |
| download | OsdagLive-d99a88f90b0ff1935ff209bd4cc621122f4e9cd1.tar.gz OsdagLive-d99a88f90b0ff1935ff209bd4cc621122f4e9cd1.tar.bz2 OsdagLive-d99a88f90b0ff1935ff209bd4cc621122f4e9cd1.zip | |
suggestions
Diffstat (limited to 'Connections/Shear/Finplate/finplate_calc1.py')
| -rw-r--r-- | Connections/Shear/Finplate/finplate_calc1.py | 30 |
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 |