| from FoundationDesign.foundationdesign import padFoundationDesign, PadFoundation | |
| fdn = PadFoundation( | |
| foundation_length=3600, | |
| foundation_width=3000, | |
| column_length=450, | |
| column_width=450, | |
| col_pos_xdir=1800, | |
| col_pos_ydir=1500, | |
| soil_bearing_capacity=150, | |
| ) | |
| z = fdn.foundation_loads( | |
| foundation_thickness=550, | |
| soil_depth_abv_foundation=0, | |
| soil_unit_weight=18, | |
| concrete_unit_weight=24, | |
| ) | |
| fdn.column_axial_loads(permanent_axial_load=770, imposed_axial_load=330) | |
| fdn.column_horizontal_loads_xdir( | |
| permanent_horizontal_load_xdir=35, imposed_horizontal_load_xdir=15 | |
| ) | |
| fdn.column_moments_xdir(permanent_moment_xdir=78, imposed_moment_xdir=34) | |
| fdn_design = padFoundationDesign( | |
| fdn, fck=30, fyk=500, concrete_cover=30, bar_diameterX=16, bar_diameterY=16 | |
| ) | |
| # fdn_design.plot_foundation_loading_X() | |
| # fdn_design.plot_foundation_loading_Y() | |
| # fdn_design.plot_bending_moment_X() | |
| # fdn_design.plot_bending_moment_Y() | |
| # fdn_design.plot_shear_force_Y() | |
| # print(fdn_design.get_design_moment_X()) | |
| # print(fdn_design.get_design_moment_Y()) | |
| # print(fdn_design.get_design_shear_force_X()) | |
| # print(fdn_design.area_of_steel_reqd_X_dir()) | |
| # print(fdn_design.area_of_steel_reqd_Y_dir()) | |
| print(fdn_design.reinforcement_provision_flexure_X_dir()) | |
| print(fdn_design.reinforcement_provision_flexure_Y_dir()) | |
| #print(fdn_design.punching_shear_column_face()) | |
| #print(fdn_design.punching_shear_check_1d()) | |
| #print(fdn_design.punching_shear_check_2d()) | |
| #print(fdn_design.tranverse_shear_check_Xdir()) | |
| #print(fdn_design.tranverse_shear_check_Ydir()) | |
| #print(fdn_design.sliding_resistance_check()) | |
| # outputs | |
| # print(fdn.area_of_foundation()) | |
| # print(fdn.total_force_X_dir_sls()) | |
| # print(fdn.total_force_Y_dir_sls()) | |
| # print(fdn.total_force_Z_dir_sls()) | |
| # print(fdn.total_moments_X_direction_sls()) | |
| # print(fdn.total_moments_Y_direction_sls()) | |
| # print(fdn.eccentricity_X_direction_sls()) | |
| # print(fdn.eccentricity_Y_direction_sls()) | |
| # print(fdn.pad_base_pressures_sls()) | |
| # print(fdn.pad_base_pressures_uls()) | |
| # print(fdn.total_force_X_dir_uls()) | |
| # print(fdn.total_force_Y_dir_uls()) | |
| # print(fdn.total_force_Z_dir_uls()) | |
| # print(fdn.total_moments_X_direction_uls()) | |
| # print(fdn.total_moments_Y_direction_uls()) | |
| # print(fdn.eccentricity_X_direction_uls()) | |
| # print(fdn.eccentricity_Y_direction_uls()) | |