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Question

No. of rivets(n) to be used for a joint under an imposed load ‘F’ is calculated as (where R is rivet value) -

The correct answer is

n = F/R

Calculating the Number of Rivets for a Joint

When designing a riveted joint that needs to withstand a certain imposed load, it's essential to determine the correct number of rivets. Each rivet has a certain load-carrying capacity, often referred to as the 'rivet value'. The total load applied to the joint must be supported by the combined strength of all the rivets.

Let's define the terms given in the question:

  • F: The total imposed load on the joint.
  • R: The rivet value, which is the strength of a single rivet (usually the minimum of its shearing strength or bearing strength).
  • n: The number of rivets to be used in the joint.

The total load that the joint can safely carry is the number of rivets multiplied by the strength of a single rivet (the rivet value). So, we can write this relationship as:

Total Load = Number of Rivets $\times$ Rivet Value

Substituting the symbols we defined:

F = n $\times$ R

We are asked to find the formula for the number of rivets, 'n'. To isolate 'n', we need to divide both sides of the equation by 'R':

\$ n = \frac{F}{R} \$\gt;

This formula shows that the number of rivets required is equal to the total imposed load divided by the load-carrying capacity of a single rivet.

Let's look at the given options:

  1. n = F $\times$ R
  2. n = R/F
  3. n = R
  4. n = F/R

Comparing our derived formula \$ n = \frac{F}{R} \$ with the given options, we find that option 4 matches our result.

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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?
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