What Is Limit State Method | Assumption in Limit State of Collapse | Limit State Design | What Is Working Stress Method | Assumptions in Working Stress Method | Working Stress Method of Design
Introduction of Limit State Method:
The limit state method is a balanced combination of the working stress method and the ultimate load design method.
Where the working stress method provides adequate performance at the working load but no observation gives to the conditions at the time of the collapse of the structure.
On the other hand, the ultimate load or load factor method of design is used in construction but the ultimate load method takes to excessive deflection cracking. So it is not preferable.
But the limit state method is given the exact value of safety. so that method is more preferable in construction.
This method is used to confirm that the structure should be able to withstand all the load that's acting on the structure.
This method gives an idea about the serviceability requirement of limiting deflection and cracking.
The limit state method is to define the maximum load-carrying capacity and the safety requirements of the structure.
The limit state method of design is conferred in section 5 of IS code 456: 2000.
The limit state method is a balanced combination of the working stress method and the ultimate load design method.
It is also known as load and resistance factor design in structural engineering.
The limit state method helps us to know the capacity load or working load of the structure.
The motive of using the limit state method is to construct a safe and comfortable structure.
This method gives an idea about the serviceability requirement of limiting deflection and cracking.
To make a safe structure limit state method obey two criteria, one is the ultimate limit state ana another one is the serviceability limit state.
A limit state design makes a structure more safe, durable, and fit for human uses.
It gives the idea that the structure ongoing to build can carry the acting loads like dead loads, live loads, wind loads, and earth quick loads are not.
Limit state is the maximum stress condition of the structure just before the collapse.
Throughout a structured life, it gives proper strength and serviceability by limit state.
Limit state of collapse deals with the safety of the structure and the limit state of serviceability deals with the durability of the structure in the limit state method.
Limit state design is known as load and resistance factor design.
This method is used in structural engineering.
In this limit state method,
the structure should be able to fulfil two criteria that are the ultimate limit state and serviceability limit state
In limit state design when a degree of loading acting on a structure, the structure should be fulfilled the criteria that are structural integrity, fitness for use, durability, or another design requirement.
The ultimate limit state method is known as the calculation method of all load that's acting on the structure.
In this method, the engineers have to ensure that the structure that ongoing to build is stable and strong enough against all loads that are acting on the structure like live loads, wind load, dead load, earth quick load, or their combination load.
From the calculation of the ultimate limit state, we generally get the load vs capacity ratio.
From this ratio, we know that the ongoing structure can resist or not the load.
The maximum value load vs capacity ratio is 1 for the permanent load and 1.30 for the temporary loads.
In this stage, we have to calculate that the building that we are going to build that's are adequately safe, and comfortable for human uses.
But there has a little condition that is before the calculation of serviceability limit state we have to calculate the ultimate limit state. Because at first, we have to calculate the capacity of the building then the comfort level of the building.
The serviceability limit is the service of the building like cracking check, deflection check, dampness check, etc.
Limit state method of RCC design in which we can know the permissible load that can carry the RCC structure safely.
Plane cement concrete has high compressive strength but low tensile strength. So the beam or column made by plane cement concrete has a low load-carrying capacity and fails by cracking in the tension zone.
So the reinforced steel bar is placed in the concrete in the tension zone. The steel bars take the tensile stress and concrete take compressive stress. That makes the beam strong.
The steel bars that are provided in the tension zone are called the main bar.
In this process, we can know the condition of the buildings or structure.
And after knowing the condition of the building or structure we can decide that the building need services or repairs are not.
Using this limit state method we can design the RCC beam-column or structure.
Plane cement concrete has high compressive strength but low tensile strength. So the beam or column made by plane cement concrete has a low load-carrying capacity and fails by cracking in the tension zone.
So the reinforced steel bar is placed in the concrete in the tension zone. The steel bars take the tensile stress and concrete take compressive stress. That makes the beam strong.
The steel bars that are provided in the tension zone are called the main bar.
By the working stress method, we can design the above column or beam.