According to IS 800 : 2007, in the limit state design of steel structures, the limit state of strength does NOT include:
corrosion and durability
Limit State Design is the primary method used in IS 800:2007 for designing steel structures. This approach considers various potential failure modes or conditions that a structure might experience throughout its lifespan and ensures the structure remains safe and serviceable. These potential failure conditions are categorised into different "limit states".
According to IS 800:2007, limit states are broadly classified into two main categories:
The Limit State of Strength deals with the safety of the structure against collapse or failure under ultimate loads. It focuses on ensuring that the structure can safely resist the maximum expected loads without failure. IS 800:2007 lists several phenomena that fall under the Limit State of Strength. These typically include:
These are conditions where the structural integrity is compromised, potentially leading to a catastrophic failure.
The Limit State of Serviceability, on the other hand, deals with the performance of the structure under normal service loads. It focuses on ensuring that the structure remains functional and comfortable for occupancy during its design life. Phenomena considered under the Limit State of Serviceability include:
Failure in the Limit State of Serviceability does not usually imply collapse but can affect the usability or appearance of the structure.
Let's examine each option in the context of the Limit State of Strength as defined by IS 800:2007:
Based on the provisions of IS 800:2007 regarding limit state design, corrosion and durability are aspects of the Limit State of Serviceability, while rupture, stability against overturning, and fracture due to fatigue are aspects of the Limit State of Strength.
Therefore, according to IS 800:2007, the Limit State of Strength does NOT include corrosion and durability. These are covered under the Limit State of Serviceability.
| Limit State Category | Examples (per IS 800:2007) |
|---|---|
| Limit State of Strength | Rupture, plastic collapse, overturning, buckling, fatigue fracture, brittle fracture, loss of equilibrium |
| Limit State of Serviceability | Deflection, vibration, durability (corrosion), fire resistance |
| Concept | Description | Included in Strength? | Included in Serviceability? |
|---|---|---|---|
| Rupture | Breaking apart of structure/component | Yes | No |
| Stability against Overturning | Preventing the structure from tipping over | Yes | No |
| Fracture due to Fatigue | Failure under repeated loading | Yes | No |
| Corrosion and Durability | Resistance to environmental degradation | No | Yes |
| Deflection | Excessive deformation under load | No | Yes |
| Vibration | Unacceptable oscillations | No | Yes |
IS 800:2007 provides the standard provisions for the design of steel structures in India. The Limit State Method is the preferred design philosophy in this code, offering a more rational and economic approach compared to the older Working Stress Method.
The design process using the Limit State Method involves:
For the Limit State of Strength, the focus is on ultimate load-carrying capacity and stability. For the Limit State of Serviceability, the focus is on performance under normal service loads. Both limit states must be satisfied for a safe and functional design according to IS 800:2007.
Pick up the correct statement from the following:
What is the shear area of a rolled steel I-section for minor axis bending?
(Where h-overall depth; b-breadth; tw-thickness of web; tf-thickness of flange)
Which of the following concepts is the basic principle of structural design?
Partial safety factor for shop welding and field welding are
One cubic meter of mild steel weighs about-