Printout Report

[bhnizar]

Hello,
I had a problem with the function "printoutReport"

is it possible to choose which modules to display in the report (example Materials, list of bars, steel verification etc)?
if we can do it, could you explain to me how I do it ?
I tried not to enter arguments in the printoutreport function to have the default report but still this error message and the report is not print
have you any explication please ?

[heetrojivadiya]

Hey @bhnizar ,

Thank you for contacting us. I have checked for all available methods in WS core. Unfortunately, there is no any method to create printout report with WS. Currently, you have to manually create printout reports in RFEM then you may access to them with the printout id and model to export as pdf or html. For example: PrintoutReport.exportToHTML(id, 'file_path').

[bhnizar]

Hi @heetrojivadiya ,
Thank you for your answer
Are you going to develop this function or not in the future?
is it possible to have the table of the results of the steel check?
is it possible to have jsute the details of the outputs of the steel verifications also?

[heetrojivadiya]

Hey @bhnizar,
Yes, it is possible to get result tables of steel design addon with help of WS core. I have provided sample code below.

from RFEM.initModel import Model
from RFEM.Results.resultTables import ConvertResultsToListOfDct

Model(False, 'Demo1')
tables = ConvertResultsToListOfDct(Model.clientModel.service.get_results_for_steel_design_design_ratios_members_by_member(), True)

for item in tables:
   print(item)

output:

{'no': 1.0, 'description': 'Beam | 1 - IPE 200 | L : 10.000 m'}
{'loading': 'CO1', 'location': 0.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.08068796992301941, 'design_check_formula': '&eta; = &eta;<sub>N</sub> = 0.081 &le; 1.0', 'member': 1.0, 'design_check_description': 'Section Proof | Compression acc. to EN 1993-1-1, 6.2.4', 'design_check_type': 'SP1200.00', 'no': 2.0, 'description': None}
{'loading': 'CO1', 'location': 3.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.01571238599717617, 'design_check_formula': '&eta; = &eta;<sub>Vz</sub> = 0.016 &le; 1.0', 'member': 1.0, 'design_check_description': 'Section Proof | Shear in z-axis acc. to EN 1993-1-1, 6.2.6(2) | Plastic design', 'design_check_type': 'SP3100.02', 'no': 3.0, 'description': None}
{'loading': 'CO1', 'location': 0.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.0, 'design_check_formula': '&eta; = 0 = 0 &le; 1.0', 'member': 1.0, 'design_check_description': 'Section Proof | Shear buckling acc. to EN 1993-1-5, 5.1, 5.2, 5.3 and 5.5', 'design_check_type': 'SP3500.00', 'no': 4.0, 'description': None}
{'loading': 'CO1', 'location': 10.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.36161142587661743, 'design_check_formula': '&eta; = &eta;<sub>My</sub> = 0.362 &le; 1.0', 'member': 1.0, 'design_check_description': 'Section Proof | Bending about y-axis acc. to EN 1993-1-1, 6.2.5 | Plastic design', 'design_check_type': 'SP4100.03', 'no': 5.0, 'description': None}
{'loading': 'CO1', 'location': 10.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.36161142587661743, 'design_check_formula': '&eta; = &eta;<sub>My</sub> = 0.362 &le; 1.0', 'member': 1.0, 'design_check_description': 'Section Proof | Bending about y-axis, axial force and shear acc. to EN 1993-1-1, 6.2.9.1 and 6.2.10 | Plastic design', 'design_check_type': 'SP6500.02', 'no': 6.0, 'description': None}
{'loading': 'CO2', 'location': 0.0, 'design_situation': 'DS2', 'construction_stage': None, 'design_ratio': 0.0, 'design_check_formula': '&eta; = 0 = 0 &le; 1.0', 'member': 1.0, 'design_check_description': 'Serviceability | Negligible deflections', 'design_check_type': 'SE0100.00', 'no': 7.0, 'description': None}
{'loading': 'CO3', 'location': 6.5, 'design_situation': 'DS3', 'construction_stage': None, 'design_ratio': 0.4228265583515167, 'design_check_formula': '&eta; = |w<sub>tot,z</sub>| / w<sub>lim</sub> = 0.423 &le; 1.0', 'member': 1.0, 'design_check_description': 'Serviceability | Deflections in z-direction', 'design_check_type': 'SE1100.00', 'no': 8.0, 'description': None}
{'no': 10.0, 'description': 'Beam | 1 - IPE 200 | L : 10.000 m'}
{'loading': 'CO1', 'location': 10.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.0806879922747612, 'design_check_formula': '&eta; = &eta;<sub>N</sub> = 0.081 &le; 1.0', 'member': 2.0, 'design_check_description': 'Section Proof | Compression acc. to EN 1993-1-1, 6.2.4', 'design_check_type': 'SP1200.00', 'no': 11.0, 'description': None}
{'loading': 'CO1', 'location': 7.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.015712391585111618, 'design_check_formula': '&eta; = &eta;<sub>Vz</sub> = 0.016 &le; 1.0', 'member': 2.0, 'design_check_description': 'Section Proof | Shear in z-axis acc. to EN 1993-1-1, 6.2.6(2) | Plastic design', 'design_check_type': 'SP3100.02', 'no': 12.0, 'description': None}
{'loading': 'CO1', 'location': 0.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.0, 'design_check_formula': '&eta; = 0 = 0 &le; 1.0', 'member': 2.0, 'design_check_description': 'Section Proof | Shear buckling acc. to EN 1993-1-5, 5.1, 5.2, 5.3 and 5.5', 'design_check_type': 'SP3500.00', 'no': 13.0, 'description': None}
{'loading': 'CO1', 'location': 0.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.36161142587661743, 'design_check_formula': '&eta; = &eta;<sub>My</sub> = 0.362 &le; 1.0', 'member': 2.0, 'design_check_description': 'Section Proof | Bending about y-axis acc. to EN 1993-1-1, 
6.2.5 | Plastic design', 'design_check_type': 'SP4100.03', 'no': 14.0, 'description': None}
{'loading': 'CO1', 'location': 0.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.36161142587661743, 'design_check_formula': '&eta; = &eta;<sub>My</sub> = 0.362 &le; 1.0', 'member': 2.0, 'design_check_description': 'Section Proof | Bending about y-axis, axial force and shear acc. to EN 1993-1-1, 6.2.9.1 and 6.2.10 | Plastic design', 'design_check_type': 'SP6500.02', 'no': 15.0, 'description': None}
{'loading': 'CO2', 'location': 0.0, 'design_situation': 'DS2', 'construction_stage': None, 'design_ratio': 0.0, 'design_check_formula': '&eta; = 0 = 0 &le; 1.0', 'member': 2.0, 'design_check_description': 'Serviceability | Negligible deflections', 'design_check_type': 'SE0100.00', 'no': 16.0, 'description': None}
{'loading': 'CO3', 'location': 3.5, 'design_situation': 'DS3', 'construction_stage': None, 'design_ratio': 0.4228265583515167, 'design_check_formula': '&eta; = |w<sub>tot,z</sub>| / w<sub>lim</sub> = 0.423 &le; 1.0', 'member': 2.0, 'design_check_description': 'Serviceability | Deflections in z-direction', 'design_check_type': 'SE1100.00', 'no': 17.0, 'description': None}
{'no': 19.0, 'description': 'Beam | 2 - IPE 220 | L : 10.000 m'}
{'loading': 'CO1', 'location': 5.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.00358561216853559, 'design_check_formula': '&eta; = &eta;<sub>N</sub> = 0.004 &le; 1.0', 'member': 3.0, 'design_check_description': 'Section Proof | Compression acc. to EN 1993-1-1, 6.2.4', 'design_check_type': 'SP1200.00', 'no': 20.0, 'description': None}
{'loading': 'CO1', 'location': 0.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.09032855927944183, 'design_check_formula': '&eta; = &eta;<sub>Vz</sub> = 0.09 &le; 1.0', 'member': 3.0, 'design_check_description': 'Section Proof | Shear in z-axis acc. to EN 1993-1-1, 6.2.6(2) | Plastic design', 'design_check_type': 'SP3100.02', 'no': 21.0, 'description': None}
{'loading': 'CO1', 'location': 0.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.0, 'design_check_formula': '&eta; = 0 = 0 &le; 1.0', 'member': 3.0, 'design_check_description': 'Section Proof | Shear buckling acc. to EN 1993-1-5, 5.1, 5.2, 5.3 and 5.5', 'design_check_type': 'SP3500.00', 'no': 22.0, 'description': None}
{'loading': 'CO1', 'location': 5.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.44789522886276245, 'design_check_formula': '&eta; = &eta;<sub>My</sub> = 0.448 &le; 1.0', 'member': 3.0, 'design_check_description': 'Section Proof | Bending about y-axis acc. to EN 1993-1-1, 
6.2.5 | Plastic design', 'design_check_type': 'SP4100.03', 'no': 23.0, 'description': None}
{'loading': 'CO1', 'location': 5.0, 'design_situation': 'DS1', 'construction_stage': None, 'design_ratio': 0.44789522886276245, 'design_check_formula': '&eta; = &eta;<sub>My</sub> = 0.448 &le; 1.0', 'member': 3.0, 'design_check_description': 'Section Proof | Bending about y-axis, axial force and shear acc. to EN 1993-1-1, 6.2.9.1 and 6.2.10 | Plastic design', 'design_check_type': 'SP6500.02', 'no': 24.0, 'description': None}
{'loading': 'CO2', 'location': 0.0, 'design_situation': 'DS2', 'construction_stage': None, 'design_ratio': 0.0, 'design_check_formula': '&eta; = 0 = 0 &le; 1.0', 'member': 3.0, 'design_check_description': 'Serviceability | Negligible deflections', 'design_check_type': 'SE0100.00', 'no': 25.0, 'description': None}
{'loading': 'CO3', 'location': 5.0, 'design_situation': 'DS3', 'construction_stage': None, 'design_ratio': 1.1296143531799316, 'design_check_formula': '&eta; = |w<sub>tot,z</sub>| / w<sub>lim</sub> = 1.13 > 1.0', 'member': 3.0, 'design_check_description': 'Serviceability | Deflections in z-direction', 'design_check_type': 'SE1100.00', 'no': 26.0, 'description': None}

You may use other methods for steel design check according to your requirment from below list:

[bhnizar]

Thank you !