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Shear buckling of web in a plate girder is prevented by using
- a)Vertical intermediate stiffener
- b)Horizontal stiffener at neutral axis
- c)Bearing stiffener
- d)None of the above
Correct answer is option 'A'. Can you explain this answer?
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Shear buckling of web in a plate girder is prevented by usinga)Vertica...
Preventing Shear Buckling of Web in Plate Girder
One of the primary concerns in the design of plate girders is shear buckling of the web. This occurs when the web of the girder buckles under the influence of transverse shear forces. To prevent this, the following measures can be taken:
Vertical Intermediate Stiffener
The most common method used to prevent shear buckling of the web is to provide vertical intermediate stiffeners. These are placed at regular intervals along the length of the girder and are attached to the web by welding or bolting. The stiffeners help to stiffen the web against buckling and improve its resistance to transverse shear forces.
Horizontal Stiffener at Neutral Axis
Another method that can be used to prevent shear buckling is to provide a horizontal stiffener at the neutral axis of the girder. This stiffener is placed at the point where the shear stress is zero and helps to improve the girder's resistance to transverse shear forces.
Bearing Stiffener
A bearing stiffener is another option that can be used to prevent shear buckling. This is a stiffener that is placed at the bearing end of the girder and helps to transfer the load from the girder to the supporting structure.
None of the Above
While all of these methods can be used to prevent shear buckling of the web in a plate girder, the most effective method is to provide vertical intermediate stiffeners. This method has been proven to be effective and is widely used in the design of plate girders.
One of the primary concerns in the design of plate girders is shear buckling of the web. This occurs when the web of the girder buckles under the influence of transverse shear forces. To prevent this, the following measures can be taken:
Vertical Intermediate Stiffener
The most common method used to prevent shear buckling of the web is to provide vertical intermediate stiffeners. These are placed at regular intervals along the length of the girder and are attached to the web by welding or bolting. The stiffeners help to stiffen the web against buckling and improve its resistance to transverse shear forces.
Horizontal Stiffener at Neutral Axis
Another method that can be used to prevent shear buckling is to provide a horizontal stiffener at the neutral axis of the girder. This stiffener is placed at the point where the shear stress is zero and helps to improve the girder's resistance to transverse shear forces.
Bearing Stiffener
A bearing stiffener is another option that can be used to prevent shear buckling. This is a stiffener that is placed at the bearing end of the girder and helps to transfer the load from the girder to the supporting structure.
None of the Above
While all of these methods can be used to prevent shear buckling of the web in a plate girder, the most effective method is to provide vertical intermediate stiffeners. This method has been proven to be effective and is widely used in the design of plate girders.
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Shear buckling of web in a plate girder is prevented by usinga)Vertical intermediate stiffenerb)Horizontal stiffener at neutral axisc)Bearing stiffenerd)None of the aboveCorrect answer is option 'A'. Can you explain this answer?
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