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Question

A rolled ISHB 250 section (depth = 250 mm, the width of flange = 250 mm, the thickness of web = 8 .8 mm, the thickness of flange =  9.7 mm) is used to  as a compression member. Considering the buckling about the Y-Y axis  as per  IS  8 00: 2007, the corresponding bu ckling class to which the beam  belongs to is:

The correct answer is

c

ISHB 250 Buckling Class Determination (Y-Y Axis)

To determine the buckling class of a compression member as per IS 800:2007, we need to consider the type of cross-section, its dimensions, and the axis of buckling. The relevant information for classifying the buckling class of steel sections is provided in Table 10 of IS 800:2007.

Section Properties and Axis of Buckling

The given section is a rolled ISHB 250. The provided dimensions are:

  • Depth of section (h) = 250 mm
  • Width of flange (bf) = 250 mm
  • Thickness of web (tw) = 8.8 mm
  • Thickness of flange (tf) = 9.7 mm

The buckling is considered about the Y-Y axis, which is the major axis for ISHB sections.

IS 800:2007 Criteria for Buckling Class

According to Table 10 of IS 800:2007, for rolled I-sections buckling about the y-y axis (major axis), the buckling class depends on the ratio of depth to flange width (h/bf) and the thickness of the flange (tf). The criteria are typically:

  • If h/bf > 1.2 and tf <= 40 mm, the buckling class is 'b'.
  • If h/bf > 1.2 and tf > 40 mm, the buckling class is 'c'.
  • If h/bf <= 1.2, the buckling class is 'c'.

Calculation of h/bf Ratio

Let's calculate the ratio of the depth of the section (h) to the width of the flange (bf) for the given ISHB 250 section:

\(\frac{h}{b_f} = \frac{250 \text{ mm}}{250 \text{ mm}} = 1.0\)

The thickness of the flange is tf = 9.7 mm.

Applying the Criteria

We have h/bf = 1.0 and tf = 9.7 mm. We are considering buckling about the Y-Y axis (major axis).

Checking the criteria from IS 800:2007 Table 10 for buckling about the y-y axis:

  • Is h/bf > 1.2? No, \(1.0 \not> 1.2\).
  • Is h/bf <= 1.2? Yes, \(1.0 \le 1.2\).

According to the criteria, if h/bf <= 1.2, the buckling class for a rolled I-section buckling about the y-y axis is 'c'.

Buckling Class Conclusion

Based on the dimensions of the ISHB 250 section and the criteria specified in IS 800:2007 for buckling about the Y-Y axis, the ratio h/bf is 1.0, which is less than or equal to 1.2. Therefore, the corresponding buckling class for this compression member is 'c'.

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Important Questions from Beams

  1. For a simply supported beam or slab, the effective span is calculated as:

  2. Which of the following is CORRECT for indeterminate beam condition?

  3. A cantilever beam is one which is -

  4. In case of deep beam or in thin webbed R.C.C members, the first crack formed is-

  5. In case of web crippling, the dispersion of load from bearing plate takes place at:

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