concreteproperties.results.GrossProperties#

class GrossProperties(total_area=0, concrete_area=0, reinf_meshed_area=0, reinf_lumped_area=0, strand_area=0, e_a=0, mass=0, perimeter=0, e_qx=0, e_qy=0, qx_gross=0, qy_gross=0, cx=0, cy=0, cx_gross=0, cy_gross=0, e_ixx_g=0, e_iyy_g=0, e_ixy_g=0, e_ixx_c=0, e_iyy_c=0, e_ixy_c=0, e_i11=0, e_i22=0, phi=0, e_zxx_plus=0, e_zxx_minus=0, e_zyy_plus=0, e_zyy_minus=0, e_z11_plus=0, e_z11_minus=0, e_z22_plus=0, e_z22_minus=0, conc_ultimate_strain=0, n_prestress=0, m_prestress=0)[source]#

Bases: object

Class for storing gross concrete section properties.

All properties with an e_ preceding the property are multiplied by the elastic modulus. In order to obtain transformed properties, call the get_transformed_gross_properties() method.

Methods

print_results

Prints the gross concrete section properties to the terminal.

Attributes

`conc_ultimate_strain`
`concrete_area`
`cx`
`cx_gross`
`cy`
`cy_gross`
`e_a`
`e_i11`
`e_i22`
`e_ixx_c`
`e_ixx_g`
`e_ixy_c`
`e_ixy_g`
`e_iyy_c`
`e_iyy_g`
`e_qx`
`e_qy`
`e_z11_minus`
`e_z11_plus`
`e_z22_minus`
`e_z22_plus`
`e_zxx_minus`
`e_zxx_plus`
`e_zyy_minus`
`e_zyy_plus`
`m_prestress`
`mass`
`n_prestress`
`perimeter`
`phi`
`qx_gross`
`qy_gross`
`reinf_lumped_area`
`reinf_meshed_area`
`strand_area`
`total_area`

print_results(fmt='8.6e')[source]#

Prints the gross concrete section properties to the terminal.

Parameters: fmt (str, default: '8.6e') – Number format