fconcrete.Structural.Section module¶

class fconcrete.Structural.Section.Rectangle(width, height)[source]¶

Attributes:

height : number: Maximum height of the section in cm.
function_width : function: Define the width along the y axis. The function starts with x=0 and ends in x=height.
bw : number: Minimum width in cm.
area : number: Total area of the section in cmˆ2.
I : number: Moment of inertia in cmˆ4.
y_cg : number: Gravity center in the y axis.
x0 : number: Initial reference in the x axis.
y0 : number: Initial reference in the y axis.

Methods

`getAreaBetween`(self, begin_height, end_height)	Area between 2 y values.
`plot`(self[, N, color_plot, ax, fig])	Plot the section.
`width`(self[, height])	Width value in cm.

getAreaBetween(self, begin_height, end_height)[source]¶: Area between 2 y values.

class fconcrete.Structural.Section.Section(function_width, height)[source]¶

Bases: object

Class to represent simetrical section along the y axis.

Attributes:	height : `number` Maximum height of the section in cm. function_width : `function` Define the width along the y axis. The function starts with x=0 and ends in x=height. area : `number` Total area of the section in cmˆ2. I : `number` Moment of inertia in cmˆ4. x0 : `number` Initial reference in the x axis. y0 : `number` Initial reference in the y axis.

Methods

`getAreaBetween`(self, begin_height, end_height)	Area between 2 y values.
`plot`(self[, N, color_plot, ax, fig])	Plot the section.
`width`(self, y)	Gets the width in y.

getAreaBetween(self, begin_height, end_height, interations=100)[source]¶: Area between 2 y values.

plot(self, N=100, color_plot='red', ax=None, fig=None)[source]¶: Plot the section.