The girders having two or more than two webs are called -
Box girder
This question asks us to identify the type of girder that features two or more than two webs. Girders are fundamental structural elements, typically horizontal, used to support loads and transfer them to supports like columns or walls. Their cross-sectional shape significantly impacts their strength and how they are classified.
Let's look at the options provided and understand their typical structure concerning the number of webs:
Based on the structural definitions, the type of girder specifically known for having two or more than two webs is the box girder. Its multi-web construction provides excellent torsional stiffness and strength, which is advantageous in many applications like bridges and heavy industrial buildings.
Therefore, the girders having two or more than two webs are called box girders.
| Girder Type | Typical Number of Webs | Description | |||
|---|---|---|---|---|---|
| Plate Girder | One | Fabricated I-beam/C-beam section | |||
| Box Girder | Two or more | Closed hollow section, high torsional stiffness | |||
| Gantry Girder | Varies (often one built-up, or can be box) | Supports crane rails; function-based classification | Balanced Girder | Varies (dependent on structural analysis) | Classification based on structural behavior/support |
Reviewing the properties of each type, the box girder is the only option explicitly defined by having two or more webs forming a box or multi-cell section. This structural feature gives box girders specific advantages in load-bearing and torsional resistance.
Understanding the different ways girders are classified is important in structural engineering. They can be classified by:
Box girders are particularly useful in situations where high torsional strength is required, such as curved bridges or bridges with eccentric loading. The closed section also provides a greater resistance to buckling compared to open sections like I-beams or plate girders with similar material usage. They can be made from steel, concrete, or composite materials.
For a vertical stiffened web of a plate girder, the lesser clear dimension of the panel should not exceed:
The beams which are directly connected to the columns are called as ________.
As per IS 800 for a unstiffened web, the resistance to shear buckling should be verified when:
The minimum thickness of web plate in design of plate girder is
As per IS 800 in case of unstiffened webs, the minimum thickness of web plate should not be less than (d = clear distance between flange angles)