| from FoundationDesign import CombinedFootingAnalysis |
|
|
| comb_footing = CombinedFootingAnalysis( |
| foundation_length=4600, |
| foundation_width=2300, |
| soil_bearing_capacity=300, |
| spacing_btwn_columns=3000, |
| ) |
| comb_footing.update_column_1_geometry( |
| column_length=300, column_width=300, col_pos_xdir=540, col_pos_ydir=1145 |
| ) |
| comb_footing.update_column_2_geometry( |
| column_length=400, column_width=400, col_pos_xdir=3540, col_pos_ydir=1145 |
| ) |
| comb_footing.update_column_1_axial_loads( |
| permanent_axial_load=1000, imposed_axial_load=200 |
| ) |
| comb_footing.update_column_2_axial_loads( |
| permanent_axial_load=1400, imposed_axial_load=300 |
| ) |
| comb_footing.foundation_loads( |
| foundation_thickness=850, |
| soil_depth_abv_foundation=0, |
| soil_unit_weight=18, |
| concrete_unit_weight=24, |
| consider_self_weight=False, |
| ) |
| |
| |
| comb_footing.plot_geometry() |
| pres = comb_footing.pad_base_pressures_sls() |
| print(pres) |
| pres = comb_footing.pad_base_pressures_uls() |
| print(pres) |
| comb_footing.bearing_pressure_check_sls() |
| comb_footing.total_axial_force_uls() |
|
|
