Skip to main content

How civil engineers design buildings

I'm sure everybody is curious to know about it especially those who are not civil engineers. I'm here to explain to you how civil engineers design buildings and they find building stability in a very simple way so you have to read this article carefully.
there are two-part of building design while we design a building.



  • Functional design
  • Engineering design  
The functional design is generally done by the architecture. they just prepare the layout of the building. they are concerned about the beauty and comfort of the building for that they provide proper orientation of the building so that wind can circulate all over the building and the impact of the sun rays minimum on the building. you can read the role of architecture from the given link


Engineers are responsible for the strength of the building wheater the building will collapse in his life spam or not. We are concerned about the stability of the building when various type of load occurs on the building like live load, wind load, earthquake load, etc.
 To design the building we have to consider various things 
The material and its properties.
The shape (rectangular, circular, hollow, square, I shaped, or a complex combination of shapes).
The cross-sectional dimensions like depth, width, diameter, thickness, etc.
The nature of the load it is subjected to like compression, or tension, with or without bending moment, and shear and torsion.
How it is connected at the ends (hinged or fixed or free) to other members and/or to the foundation.
The unrestrained, or laterally unsupported length, and the actual geometric length, etc.
The country’s standard code of practice allows greater or lesser loads in some situations depending on the function of the structure.


Comments

Popular posts from this blog

Understanding Slope Stability and Types of Landslide Movement

Slopes are integral components of both natural landscapes and human-made constructions. However, slope stability can be compromised, leading to slope movements or landslides that pose significant risks to infrastructure and human lives. In this blog post, we will delve into the world of slope stability, exploring the causes of slope failures, different types of landslide movements, and the methods employed to assess and mitigate slope instability. Causes of Slope Failures: Slope failures can be attributed to various natural and human-induced factors. Natural causes include gravitational forces, water saturation, erosion, seismic activity, changes in aquifer levels, volcanic eruptions, and freeze-thaw weathering cycles. On the other hand, human-induced causes encompass activities such as toe excavations, infrastructure loads, machine vibrations, construction of weak embankments or earth dams, and deforestation, which can exacerbate slope instability. Types of Landslide Movements: Lands...

Solving PLAXIS Error Code 103: Understanding and Resolving Load Advancement Procedure Failures

PLAXIS is a widely used geotechnical engineering software for analyzing soil behavior and predicting the response of structures. However, encountering errors during simulations can be frustrating. One such error is Error Code 103, which occurs when the load advancement procedure fails.  In this blog, we will delve into the causes of this error and provide practical solutions to overcome it. So, let's explore how to resolve PLAXIS Error Code 103 and successfully complete your simulations! Understanding PLAXIS Error Code 103: Error Code 103 typically occurs when PLAXIS encounters difficulties while advancing the load during the analysis. It indicates a problem with the load advancement procedure, hindering the successful completion of the simulation. Common Causes of Load Advancement Procedure Failures: a. Numerical Instability: The load advancement procedure can fail due to numerical instability caused by inappropriate model settings, such as unrealistic soil parameters or ...

Understanding Dilation in Overconsolidated Clay Soils during Shearing

In geotechnical engineering, the behavior of soil under stress is a fascinating subject. One aspect that requires careful consideration is the potential for dilation in overconsolidated clay soils during shearing. In this blog post, we will explore the factors influencing dilation and shed light on its significance. So, let's dive in! Understanding Dilation in Overconsolidated Soils: Overconsolidated soils have experienced higher levels of stress in the past, resulting in a denser arrangement of soil particles compared to normally consolidated soils. When these soils undergo shearing, they tend to compress less, and in some cases, they may even dilate.   The Role of Previous Maximum Effective Stress: The key factor that determines the likelihood of dilation is the magnitude of the previous maximum effective stress experienced by the clay soil. This stress represents the maximum stress level the soil has encountered in the past.   Why Dilation Occurs: When the p...