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Added purlin module in flexure and made necessary changes to run it #374

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Added purlin module in flexure and made necessary changes to run it #374

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62 changes: 56 additions & 6 deletions src/osdag/Common.py
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Original file line number Diff line number Diff line change
Expand Up @@ -422,9 +422,9 @@ def is_valid_custom(self):
KEY_SR_FACTOR_YY = 'MinorSRF'
KEY_DISP_SR_FACTOR_YY = 'Stress Reduction Factor'
KEY_NON_DIM_ESR_ZZ = 'MajorNDESR'
KEY_DISP_NON_DIM_ESR_ZZ = 'Non-dimensional Effective SR'
KEY_DISP_NON_DIM_ESR_ZZ = 'Non-dimensional Effective SR (z-z)'
KEY_NON_DIM_ESR_YY = 'MinorNDESR'
KEY_DISP_NON_DIM_ESR_YY = 'Non-dimensional Effective SR'
KEY_DISP_NON_DIM_ESR_YY = 'Non-dimensional Effective SR (y-y)'
KEY_EFF_SEC_AREA_ZZ = 'MajorEffSecArea'
KEY_DISP_EFF_SEC_AREA_ZZ = 'Effective Sectional Area (mm2)'
KEY_EFF_SEC_AREA_YY = 'MinorEffSecArea'
Expand All @@ -440,11 +440,23 @@ def is_valid_custom(self):
##Strut Design
###################################
KEY_SHEAR_STRENGTH = 'Shear.Strength'
KEY_SHEAR_STRENGTH_YY = 'Shear.Strength_YY'
KEY_SHEAR_STRENGTH_ZZ = 'Shear.Strength_ZZ'
KEY_MOMENT_STRENGTH = 'Moment.Strength'
KEY_MOMENT_STRENGTH_YY = 'Moment.Strength_YY'
KEY_MOMENT_STRENGTH_ZZ = 'Moment.Strength_ZZ'
KEY_DISP_HIGH_SHEAR= 'High Shear Check'
KEY_DISP_HIGH_SHEAR_YY= 'High Shear Check (y-y)'
KEY_DISP_HIGH_SHEAR_ZZ= 'High Shear Check (z-z)'
KEY_HIGH_SHEAR = 'Shear.High'
KEY_HIGH_SHEAR_YY = 'Shear.High_YY'
KEY_HIGH_SHEAR_ZZ = 'Shear.High_ZZ'
KEY_DISP_DESIGN_STRENGTH_SHEAR = 'Shear Strength (kN)' # Design
KEY_DISP_DESIGN_STRENGTH_MOMENT = 'Moment Strength (kNm)' # Design
KEY_DISP_DESIGN_STRENGTH_SHEAR_YY = 'Shear Strength (y-y) (kN)'
KEY_DISP_DESIGN_STRENGTH_SHEAR_ZZ = 'Shear Strength (z-z) (kN)'
KEY_DISP_DESIGN_STRENGTH_MOMENT = 'Moment Strength (kNm)' # Design
KEY_DISP_DESIGN_STRENGTH_MOMENT_YY = 'Moment Strength (y-y) (kNm)'
KEY_DISP_DESIGN_STRENGTH_MOMENT_ZZ = 'Moment Strength (z-z) (kNm)'
KEY_DISP_REDUCE_STRENGTH_MOMENT = 'Reduced Moment Strength (kNm)'
KEY_EULER_BUCKLING_STRESS = 'MajorBucklingStress'
KEY_DISP_EULER_BUCKLING_STRESS = 'Buckling Stress (MPa)' # Euler
Expand Down Expand Up @@ -529,6 +541,7 @@ def is_valid_custom(self):
KEY_DISP_FLEXURE = 'Flexural Members - Simply Supported'
KEY_DISP_FLEXURE2 = 'Flexural Members - Cantilever'
KEY_DISP_FLEXURE3 = 'Flexural Members'
KEY_DISP_FLEXURE4 = 'Flexural Members - Purlins'

KEY_DISP_PLASTIC_STRENGTH_MOMENT = 'Plastic Strength (kNm)'
KEY_DISP_Bending_STRENGTH_MOMENT = 'Bending Strength (kNm)'
Expand All @@ -541,28 +554,51 @@ def is_valid_custom(self):
KEY_WEB_CRIPPLING= 'Crippling.Strength'
KEY_DISP_CRIPPLING_STRENGTH = 'Crippling Strength (kN)'
KEY_DISP_LTB= 'Lateral Torsional Buckling Details'
KEY_DISP_Elastic_CM= 'Critical Moment (M<sub>cr</sub>)' # Elastic
KEY_DISP_Elastic_CM_latex= 'Elastic Critical Moment(kNm)' #
KEY_DISP_Elastic_CM= 'Critical Moment (M<sub>cr</sub>)'# Elastic
KEY_DISP_Elastic_CM_YY= 'Critical Moment (y-y) (M<sub>cr</sub>)'
KEY_DISP_Elastic_CM_ZZ= 'Critical Moment (z-z) (M<sub>cr</sub>)'
KEY_DISP_Elastic_CM_latex= 'Elastic Critical Moment(kNm)' #
KEY_DISP_T_constatnt= 'Torsional Constant (mm<sup>4</sup>)' # (I<sub>t</sub>)
KEY_DISP_W_constatnt= 'Warping Constant (mm<sup>6</sup>)' # (I<sub>w</sub>)
KEY_LTB= 'L.T.B.Details'
KEY_Elastic_CM= 'Elastic.Moment'
KEY_Elastic_CM_YY = 'Elastic.Moment_YY'
KEY_Elastic_CM_ZZ = 'Elastic.Moment_ZZ'
KEY_T_constatnt= 'T.Constant'
KEY_W_constatnt= 'W.Constant'
KEY_IMPERFECTION_FACTOR_LTB = 'Imperfection.LTB'
KEY_SR_FACTOR_LTB = 'SR.LTB'
KEY_NON_DIM_ESR_LTB = 'NDESR.LTB'
# KEY_LTB= 'Lateral Torsional Buckling Details'
KEY_WEB_BUCKLING= 'Web Buckling Details'
KEY_WEB_RESISTANCE= 'Web Resistance Details'
KEY_BEARING_LENGTH = 'Bearing.Length'
Simply_Supported_img = str(files("osdag.data.ResourceFiles.images").joinpath("ss_beam.png"))
Cantilever_img = str(files("osdag.data.ResourceFiles.images").joinpath("c_beam.png"))
Purlin_img = str(files("osdag.data.ResourceFiles.images").joinpath("purlin.jpg"))
KEY_LENGTH_OVERWRITE = 'Length.Overwrite'
KEY_DISPP_LENGTH_OVERWRITE = 'Effective Length Parameter'
KEY_DISP_BEAM_MOMENT = 'Bending Moment (kNm)(M<sub>z-z</sub>)'
KEY_DISP_BEAM_MOMENT_Latex = 'Bending Moment (kNm)' # ($M_{z-z}$)
KEY_SUPP_TYPE = 'Member.Type'
DISP_TITLE_ISECTION = 'I Sections'
KEY_DISP_CLADDING = 'Cladding (For Deflection)'

#Web Resistance Values
KEY_BENDING_COMPRESSIVE_STRESS_YY = 'Resistance.Bending_Cmp_Stress_yy'
KEY_BENDING_COMPRESSIVE_STRESS_ZZ = 'Resistance.Bending_Cmp_Stress_zz'
KEY_DISP_BENDING_COMPRESSIVE_STRESS_YY = 'Bending Compressive Stress (y-y)'
KEY_DISP_BENDING_COMPRESSIVE_STRESS_ZZ = 'Bending Compressive Stress (z-z)'
KEY_BENDING_STRESS_RF_YY = 'Resistance.Bending_Stress_RF_yy'
KEY_BENDING_STRESS_RF_ZZ = 'Resistance.Bending_Stress_RF_zz'
KEY_DISP_BENDING_STRESS_RF_YY = 'Bending Stress Reduction Factor (y-y)'
KEY_DISP_BENDING_STRESS_RF_ZZ = 'Bending Stress Reduction Factor (z-z)'
KEY_RESISTANCE_MOMENT_YY = 'Resistance.Moment_YY'
KEY_RESISTANCE_MOMENT_ZZ = 'Resistance.Moment_ZZ'
KEY_DISP_RESISTANCE_MOMENT_YY = 'Moment (y-y)'
KEY_DISP_RESISTANCE_MOMENT_ZZ = 'Moment (z-z)'
KEY_BUCKLING_CLASS = "Buckling Class"
KEY_DISP_BUCKLING_CLASS = "Buckling Class"

KEY_DISP_DESIGN_TYPE_FLEXURE = 'Laterally Supported'
KEY_DESIGN_TYPE_FLEXURE = 'Flexure.Type'
Expand All @@ -581,9 +617,14 @@ def is_valid_custom(self):
KEY_DISP_SUPPORT = 'End Conditions'
KEY_DISP_SUPPORT1 = 'Simply Supported'
KEY_DISP_SUPPORT2 = 'Cantilever'
KEY_DISP_SUPPORT_LIST = list((KEY_DISP_SUPPORT1, KEY_DISP_SUPPORT2)) #[KEY_DISP_SUPPORT1, KEY_DISP_SUPPORT2]
KEY_DISP_SUPPORT3 = 'Purlins'
KEY_DISP_SUPPORT_LIST = list((KEY_DISP_SUPPORT1, KEY_DISP_SUPPORT2, KEY_DISP_SUPPORT3)) #[KEY_DISP_SUPPORT1, KEY_DISP_SUPPORT2]
# KEY_SUPPORT1 = 'SimpSupport.Torsional'
# KEY_SUPPORT2 = 'SimpSupport.Warping'
KEY_CLADDING_TYPE1 = 'Brittle Cladding'
KEY_CLADDING_TYPE2 = 'Elastic Cladding'
KEY_CLADDING = 'Cladding.type'
VALUES_CLADDING = list((KEY_CLADDING_TYPE1, KEY_CLADDING_TYPE2))
KEY_DISP_LENGTH_BEAM = 'Effective Span (m)*'
KEY_LOAD = 'Loading.Condition'
KEY_DISP_LOAD = 'Loading Condition'
Expand Down Expand Up @@ -702,8 +743,12 @@ def is_valid_custom(self):
KEY_SEC_TYPE = 'Member.Type'

KEY_SHEAR = 'Load.Shear'
KEY_SHEAR_YY = 'Load.Shear.YY'
KEY_SHEAR_ZZ = 'Load.Shear.ZZ'
KEY_AXIAL = 'Load.Axial'
KEY_MOMENT = 'Load.Moment'
KEY_MOMENT_YY = 'Load.Moment_YY'
KEY_MOMENT_ZZ = 'Load.Moment_ZZ'

KEY_D = 'Bolt.Diameter'
KEY_TYP = 'Bolt.Type'
Expand Down Expand Up @@ -954,6 +999,8 @@ def is_valid_custom(self):
KEY_DISP_SECBM = 'Secondary Beam *'
DISP_TITLE_FSL = 'Factored Loads'
KEY_DISP_MOMENT = 'Bending Moment (kNm)'
KEY_DISP_MOMENT_ZZ = 'Bending Moment (z-z) (kNm)'
KEY_DISP_MOMENT_YY = 'Bending Moment (y-y) (kNm)'

KEY_DISP_TOP_ANGLE = 'Top Angle'

Expand Down Expand Up @@ -999,6 +1046,8 @@ def is_valid_custom(self):

KEY_DISP_D = 'Diameter (mm)'
KEY_DISP_SHEAR = 'Shear Force (kN)'
KEY_DISP_SHEAR_YY = 'Shear Force (y-y) (kN)'
KEY_DISP_SHEAR_ZZ = 'Shear Force (z-z) (kN)'
KEY_DISP_AXIAL = 'Axial Force (kN)'
KEY_DISP_AXIAL_STAR = 'Axial (kN)* '
DISP_TITLE_PLATE = 'Plate'
Expand Down Expand Up @@ -2225,6 +2274,7 @@ def is_valid_custom(self):
VALUES_SEC_PROFILE_2 = ['Angles', 'Back to Back Angles', 'Star Angles', 'Channels', 'Back to Back Channels']
#, 'Channels', 'Back to Back Channels'
VALUES_SEC_PROFILE3 = ['Beams and Columns'] #,'Channels', 'Back to Back Channels'
VALUES_SEC_PROFILE4 = ['Channels']
KEY_LENZZ = 'Member.Length_zz'
KEY_DISP_LENZZ = 'Length (z-z)(mm)*'

Expand Down
Binary file added src/osdag/data/ResourceFiles/images/purlin.jpg
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