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Question

As per the Indian Standard (IS) 800 : 2007, with respect to serviceability and when transverse stiffeners are not provided, the d/t wratio of the web should be less than or equal to (depth of web = d; thickness of web = t w; and yield stress ratio of web = ε w)

The correct answer is

200 εw

Understanding IS 800:2007 Web Slenderness Limits

The question concerns the limits specified by the Indian Standard IS 800:2007 for the web slenderness ratio (d/tw) of steel members, particularly when the web does not have transverse stiffeners, focusing on serviceability conditions.

Defining the Web Slenderness Ratio

The web slenderness ratio is defined as the relationship between the clear depth of the web (d) and its thickness (tw). A higher ratio implies a relatively thinner web, which increases susceptibility to buckling under load.

IS 800:2007 Guidelines for Webs

IS 800:2007, the primary standard for steel structure design in India, sets criteria to ensure the stability and safety of structural members. For webs that lack transverse stiffeners, specific limits on the d/tw ratio are essential to prevent instability issues, especially concerning serviceability, which relates to the structure's performance under normal usage conditions.

The standard utilizes a factor known as the yield stress ratio, represented by $ \epsilon_w $, calculated using the formula:

$$ \epsilon_w = \sqrt{\frac{250}{f_y}} $$

Here, fy represents the characteristic yield strength of the steel material in N/mm2.

Limit for Unstiffened Webs

As per IS 800:2007 provisions for members where the web is not provided with transverse stiffeners, the serviceability requirement dictates that the web slenderness ratio must not exceed a specified limit. This limit is given by:

$$ \frac{d}{t_w} \le 200 \epsilon_w $$

This condition ensures the web's stability against buckling modes under typical service loads, contributing to the overall serviceability of the structure.

Evaluating the Options

The calculated limit based on the standard is $ 200 \epsilon_w $. Let's compare this to the provided options:

  • $ 400 \epsilon_w $
  • $ 250 \epsilon_w $
  • $ 200 \epsilon_w $
  • $ 150 \epsilon_w $

The limit stated in IS 800:2007 for unstiffened webs under serviceability conditions corresponds to $ 200 \epsilon_w $. Therefore, the correct option is the one matching this value.

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Important Questions from Plate Girder

  1. The girders having two or more than two webs are called -

  2. For a vertical stiffened web of a plate girder, the lesser clear dimension of the panel should not exceed:

  3. The beams which are directly connected to the columns are called as ________.

  4. As per IS 800 for a unstiffened web, the resistance to shear buckling should be verified when:

  5. The minimum thickness of web plate in design of plate girder is

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