TemplateRCRect

Created on Thu Apr 27 09:28:00 2019

@author: lpaone

KvargsPlot

Bases: TypedDict

Plot interaction domain built with interactionDomainBuild2d().

Plot interaction domain built with interactionDomainBuild2d(). Example: sec.interactionDomainPlot2d(xLabel = 'N [KN]', yLabel = 'M [KN*m]', export = filePath + '/' + fileName)

Parameters:

Name	Type	Description	Default
xLabel	str	Label for x-axis	required
yLabel	str	Label for y-axis	required
titleAddStr	str	Main title above the figure	required
scale_Nx	float	Scale factor for Nx. Default is 0.001 [KN]	required
scale_Mz	float	Scale factor for Mz. Default is 0.000001 [KN/m]	required
lines	List[Point2D]	Line series to add	required
markers	bool	Add markers on domain. Default is True	required
export	str	File name to export figure	required
savingSingleDomains	List[int]	For multidomain, plot only indices assigned to list	required

Returns:

Type	Description
	None

RCTemplRectEC2

Bases: ConcreteSection

__rebarDistances(rebars)

Parameters:

Name	Type	Description	Default
rebars	List[StructSectionItem]		required

Returns:

Type	Description
Tuple[float, float]	A Tuple that containts cover (float) and interdistance (float)

__rebarEquivalent(rebars)

Parameters:

Name	Type	Description	Default
rebars	List[StructSectionItem]		required

Returns:

Type	Description
float	Equivalent diameters (float) of rebars gived.

__rebarsInAeff(rebars)

Parameters:

Name	Type	Description	Default
rebars	List[StructSectionItem]	list of rebars with stress > 0	required

Returns:

Type	Description
Tuple[float, float, List[StructSectionItem], float, float]	A Tuple that containts - heff (float): - dsg (float): - inAeff (List[StructSectionItem]): - As (float)

alphaPhi(Asmin, Asmax, phi)

Determina il moltiplicatore alpha al variare di phi tale che per phi che và da 0 ed 1 l'area và da Amin ad Amax

assignSteelAreaWithAlphaWeight(areas)

Assegna area totale d'acciaio distribuendola sulle armature in modo che l'area totale corrisponda ad . Non vengono considerati i pesi

calCriticalMoment(N=0.0)

Method for calculating moment that cracks rc section

Method for calculating moment that cracks rc section. The method can consider also normal effort N.

Parameters:

Name	Type	Description	Default
N		Normal effort value. Negative means compression	0.0

Returns:

Type	Description
Tuple[float, float]	Tuple with Mcr positive and Mcr megative

crackParam()

Get crack parameters assigned after calling the solverCrack() function.

Returns:

Type	Description
CrackParameters	A Tuple[CrackParameters, CrackParameters]. Index 0 contains
CrackParameters	bottom crack parameters. Index 1 contains top crack parameters.

getSection()

Restituisce la sezione embedded di tipo EXAStructural

interactionDomainPlot2d(**kwargs)

Print interaction domain

Print interaction domain builded with interactionDomainBuild2d() Ex: sec.interactionDomainPlot2d(xLabel = 'N [KN]', yLabel = 'M [KN*m]', export = filePath + '/' + fileName)

Parameters:

Name	Type	Description	Default
**kwargs		Variadic arguments. See class KvargsPlot	{}

Returns:

Type	Description
None	None

setDimH(h)

Set dimension height in [mm] for section rectangular

Parameters:

Name	Type	Description	Default
h	float	height in [mm]	required

setDimW(w)

Set dimension width in [mm] for section rectangular

Parameters:

Name	Type	Description	Default
w	float	width in [mm]	required

solverSLS_NM(N=0.0, M=0.0, uncracked=False)

Solver for axial and flexural effort (N and M) in rc-section. M positive if positive fiber is in compression and N negative if produces compression. Normal effort N is applied on barycenter of rectangular section.

Parameters:

Name	Type	Description	Default
N	float	Normal effort negative for compression	0.0
M	float	Flexural effort positive intended if it strech inferior fibers	0.0
uncracked	bool	If True section will be intended totally responsive in traction and compression	False

Returns:

Type	Description
float	$\sigma_c$ max compression on concrete vertices
float	$\sigma_s$ max traction on steel rebars
float | None	$x_i$ (float|Any) measured from top to bottom also if M is negative None will be returned when N and M are 0. When cases are pure tension or compression math.inf will be returned.