All Exams Test series for 1 year @ ₹349 only
Question

For double cover butt joints, thickness of each cover plate is taken as -

The correct answer is

5/8 t

Thickness of Cover Plates in Double Cover Butt Joints

When joining two plates end-to-end using a butt joint, cover plates are often used on one or both sides to connect the main plates. In a double cover butt joint, two cover plates are used, one on each side of the main plates.

The thickness of these cover plates is important for ensuring the strength of the joint. Design codes and standards provide guidelines for determining the appropriate thickness.

For a double cover butt joint, the thickness of each cover plate is typically specified relative to the thickness of the main plate. Let 't' represent the thickness of the main plates being joined.

According to common design practices and codes (like IS 800), the thickness of each cover plate in a double cover butt joint is taken as 5/8 times the thickness of the main plate.

So, if the main plate thickness is 't', the thickness of each cover plate is \(\frac{5}{8}t\).

Let's look at the given options:

  • Option 1: \(\frac{8}{5}t\) - This would mean the cover plate is thicker than the main plate, which is not the standard for double cover joints.
  • Option 2: \(\frac{5}{8}t\) - This matches the standard requirement for the thickness of each cover plate in a double cover butt joint.
  • Option 3: \(\frac{3}{5}t\) - This is a thinner option, often used for single cover butt joints or might represent minimum requirements in some cases, but \(\frac{5}{8}t\) is the more common standard for double cover plates to ensure adequate strength.
  • Option 4: \(\frac{5}{3}t\) - This would mean the cover plate is significantly thicker than the main plate, which is not standard practice.

Therefore, the thickness of each cover plate in a double cover butt joint is taken as \(\frac{5}{8}\) of the thickness of the main plate 't'.

Was this answer helpful?

Important Questions from Structural Fasteners

  1. Which of the following is a type of bolt?

  2. In the riveting of steel structures, the line of rivets that is parallel to the direction of stress is generally known as

  3. As per IS:800-2007, if Ib is the distance between the innermost connecting lines of rivets or welds perpendicular to the main member, then the thickness of the battens 't' shall NOT be less than

  4. As per IS:800-2007, all the bolts used in frames designed to resist earthquake load shall be fully tensioned HSFG bolts and fitted bolts. What is the full form of HSFG?

  5. Based on the primary load the connection is expected to carry, which one of the following is NOT a type?
Need Expert Advice?

Start Your Preparation with Prepp Mobile App

Download the app from Google Play & App Store
Download the app from Google Play & App Store
Prepp Mobile App