Τεκμηρίωση SkyCiv

Ο οδηγός σας για το λογισμικό SkyCiv - μαθήματα, οδηγοί και τεχνικά άρθρα

1. Σπίτι
2. Σεμινάρια
3. Φόρτωση σεμιναρίων
4. Περιοχή παραπόταμου και πλάτος παραπόταμου Επεξήγηση – με Παραδείγματα

# Περιοχή παραπόταμου και πλάτος παραπόταμου Επεξήγηση – με Παραδείγματα

## What is a Tributary Area and how do you calculate the Tributary Width/Area of a Member?

Tributary areas are a very important aspect of loading in structural analysis. The Tributary Area is the amount of area that contributes to loading a beam or column is due. You can think of it as the area that that element is responsible for carrying. It’s easily defined when looking at an example. Say you have a slab supported by two members, the tributary area would of a single beam, would be the amount of that slab it supports:

Tributary Areas can come in different shapes, depending on how the slab is being supported. Για παράδειγμα, a two-way support system is supported by all edges. So the load is distributed between all four members. Τυπικά, this will result in two triangular tributary areas (by the shorter ends) and two trapezoidal areas for the longer ends. The way this is calculated is by drawing a diagonal line at 45° from each of the corners. This results in the following shape:

This is demonstrated by the Φορτία περιοχής feature in SkyCiv, which automatically calculates the tributary area of your structure. This means as you change the shape of your structure, this is automatically calculated so your distributed loads are always in sync:

## Tributary Width

The term Tributary Width is just a simplified term with a similar concept. Ωστόσο, rather than using area (measured in m^2 or ft^2) it is often easier to represent it by the width of the tributary area instead.

Για παράδειγμα, in the example below a beam might have a tributary area of 15m^2, but since it’s uniform, we can just say the member has a tributary width of 1.5m:

When calculating how much distributed load this results in, this becomes an easier calculation:

Slab Pressure = 15kN/m2
Beam Tributary Width = 1.5Μ

Distributed load = 15 * 1.5 = 22.5kN/m

Οπως βλέπεις, it’s just a simple multiplication to get the distributed load to be applied to the beam.

## Tributary Area for Columns

Tributary areas also exist for columns, supporting slabs, below is a simplified example of how tributary areas are used in conjunction with supporting columns. The concept is more or less the same; some pressure or load is to be supported by elements, the position and direction of the element will determine how much force it is to take.

The tributary area of a column is essentially the floor area that contributes its load to that specific column. For a column supporting a uniformly distributed load, the tributary area is often depicted as a geometric shape—commonly a rectangle—defined by the spacing between adjacent columns. This area extends halfway to neighboring columns in each direction.

Ωστόσο, when dealing with irregularly distributed loads, the tributary area calculation becomes more nuanced. Sometimes circular tributary areas from the columns are extended out until they intersect with other column circular areas. This results in a complex set of tributary areas, but is another method that can be used for columns with a higher degree of accuracy.

## Calculation Methods for Tributary Areas

Tributary area is determined based on the layout of the structural system and the points of support for the slab or any other load (for instance live loads, νεκρά φορτία). Below are some common methods used to calculate tributary area:

1. Simple Geometric Shapes:
• Σε πολλές περιπτώσεις, the layout of the structure allows for simple geometric shapes which makes the calculation of tributary areas quite simple. Για παράδειγμα, a one way tributary area load calculation would be rectangular
2. Polygonal Shapes:
• For more complex layouts, the tributary area can be represented by a polygon. This is common when dealing with irregularly shaped structures or unevenly distributed loads. To calculate these, you would typically draw a line at 45 degrees from each corner until those lines intersect.