Section

Class to represent reinforced concrete cross sections

class rcdesign.is456.section.DesignForceType(*values)

Bases: Enum

DesignForceType object is an enumeration

BEAM = 1

COLUMN = 2

SLAB = 3

SHEARWALL = 4

class rcdesign.is456.section.RectBeamSection(b: float, D: float, csb: LSMStressBlock, conc: Concrete, long_steel: RebarGroup, shear_steel: ShearRebarGroup, clear_cover: float)

Bases: object

RectBeamSection object represnts a rectangular beam section subjected to bending and shear.

Returns

RectBeamSection: _description_

b: float

D: float

csb: LSMStressBlock

conc: Concrete

long_steel: RebarGroup

shear_steel: ShearRebarGroup

clear_cover: float

calc_xc() → None

get_stress_type(xu: float) → None

C(xu: float, ecmax: float = 0.0035) → Tuple[float, float]

T(xu: float, ecmax: float) → Tuple[float, float]

C_T(xu: float, ecmax: float = 0.0035) → float

F_M(xu: float, ecmax: float = 0.0035) → Tuple[float, float, float, float]

xu(ecmax: float = 0.0035) → float | Any

Mu(xu: float, ecmax: float = 0.0035) → float

tauc(xu: float) → float

__repr__() → str: Return repr(self).

has_compr_steel(xu: float) → bool

report(xu: float, ecmax: float = 0.0035) → str

eff_d(xu: float) → float

pt(xu: float) → float

Vu(xu: float) → Tuple[float, List[float]]

analyse(ecmax: float = 0.0035) → Tuple[float, float]

design_singly(bar_dia: float, Mu: float) → Tuple[float, float]

__init__(b: float, D: float, csb: LSMStressBlock, conc: Concrete, long_steel: RebarGroup, shear_steel: ShearRebarGroup, clear_cover: float) → None

class rcdesign.is456.section.FlangedBeamSection(bw: float, D: float, bf: float, Df: float, csb: LSMStressBlock, conc: Concrete, long_steel: RebarGroup, shear_steel: ShearRebarGroup, clear_cover: float)

Bases: RectBeamSection

__init__(bw: float, D: float, bf: float, Df: float, csb: LSMStressBlock, conc: Concrete, long_steel: RebarGroup, shear_steel: ShearRebarGroup, clear_cover: float)

property bw: float

Cw(xu: float, ecmax: float = 0.0035) → Tuple[float, float]

Cf(xu: float, ecmax: float = 0.0035) → Tuple[float, float]

C_M(xu: float, ecmax: float = 0.0035) → Tuple[float, float]

Mu(xu: float, ecmax: float = 0.0035) → float

__repr__() → str: Return repr(self).

C_T(xu: float, ecmax: float = 0.0035) → float

xu(ecmax: float = 0.0035) → float | Any

report(xu: float, ecmax: float = 0.0035) → str

class rcdesign.is456.section.RectColumnSection(b: float, D: float, csb: rcdesign.is456.stressblock.LSMStressBlock, conc: rcdesign.is456.concrete.Concrete, long_steel: rcdesign.is456.rebar.RebarGroup, lat_ties: rcdesign.is456.rebar.LateralTie, clear_cover: float)

Bases: object

b: float

D: float

csb: LSMStressBlock

conc: Concrete

long_steel: RebarGroup

lat_ties: LateralTie

clear_cover: float

property Asc: float

k(xu: float) → float

C_M(xu: float) → Tuple[float, float]

__repr__() → str: Return repr(self).

__init__(b: float, D: float, csb: LSMStressBlock, conc: Concrete, long_steel: RebarGroup, lat_ties: LateralTie, clear_cover: float) → None

report(xu: float) → str